DECLARATION CUM-INDEMNITY BOND l, _______________ of ---------' do hereby declared and undertake as under. 1. I declared that I have subm itted certificates as required to Executive 2. Engineer (Monitoring) at the time of registration of my firm/company _ ________________ and there is no change in the contents of the certificates that are submitted at the time of registration. I declared that I in capacity as Manager/ Di rector I Partners I Proprietors of ____________ _______ ha s not been charged with any prohibitory and I or penal action such as demotion, suspension, black listing I de-registration or any other action under the law by any Government and /or Semi Government and I or Government Undertaking. 3. I declared that, I have perused and examined the tender document including addendum, condition of contract, specification, drawings, bill of quantity etc. Forming part of tender and accordingly, I su bmit my offer to execute the work as per tender documents at the rates quoted by me in capacity as of 4. I further declared that if, I am allotted the work and I failed to carry out the allotted work in accordance with the terms and conditions and within the time prescribed and specified, MCGM is entitles to carry out the work allotted to me by any other means at my risk and cost, at any stage of the contract. 5. I also declared that I will not claim any charge I damages I compensation for non availability of site for the contract work at any time. "--·- --· .. .
Transcript
DECLARATION CUM-INDEMNITY BOND
l, _______________ of ---------'
do hereby declared and undertake as under.
1. I declared that I have submitted certificates as required to Executive
2.
Engineer (Monitoring) at the time of registration of my firm/company
_ ________________ and there is no change in
the contents of the certificates that are submitted at the time of
registration.
I declared that I in
capacity as Manager/ Director I Partners I Proprietors of
___________ _ _______ has not been charged
with any prohibitory and I or penal action such as demotion,
suspension, black listing I de-registration or any other action under the
law by any Government and /or Semi Government and I or
Government Undertaking.
3. I declared that, I have perused and examined the tender document
including addendum, condition of contract, specification, drawings, bill
of quantity etc. Forming part of tender and accordingly, I submit my
offer to execute the work as per tender documents at the rates quoted
by me in capacity as of
4. I further declared that if, I am allotted the work and I failed to carry
out the allotted work in accordance with the terms and conditions and
within the time prescribed and specified, MCGM is entitles to carry out
the work allotted to me by any other means at my risk and cost, at any
stage of the contract.
5. I also declared that I will not claim any charge I damages I compensation for non availability of site for the contract work at any
time.
"--·- --· . . .
AC-118
List of Proposed improvement of various Minor roads in Asphalt in City division
Carriage Way
Name of Detai ls
Sr. No Ward
Name of Road Length as
Width per dwg.
1 A Windy Hall Lane 0.130 8.25 2 A Second Pasta Lane 0.127 7
3 A Indumati Sakharikar marg 0.162 10.5
4 A Modi Street 0.460 7.5 5 A M.K.Amin Marg 0.071 4.9 6 A Mint Back Lane 0.216 5.4 7 A Homi Modi 1st cross Lane 0.110 7 8 A Channa street (Md. Shakoor marg) 0.092 5.3
9 A Dwarkadas Street 0.101 6.15
10 A Bank street cross lane 0.053 4.3 11 A Nanabhai lane 0.078 8.4 12 A Store Lane 0.06 1 5.55 13 A Ganesh Lane 0.170 5.6 14 A Shroff lane 0.080 5.05
15 A Ganesh Murti Nagar 0.460 7.42 16 B Old Bengalipura Street 0.114 5.50
17 B Dhabi Street 0.232 6.70
18 B J B Shah Road 0.396 7.75
19 B Miya Ahmed Chotani 0.073 5.45
20 B Liladhar Shah Road 0.300 9.10
21 B Navroji Hill Road 11 0.329 5.45
22 B lsrail Mahalia 0.170 3.50
23 c 2nd Agairay Lane 0.085 5.43 24 c 1st old Han urn an Lane 0.137 5.93 25 c Wellington Street (Simon Femandas Marg) 0.120 7.8 26 c 3rd Marine Street 0.127 4.98
27 c 4th Marine Street 0.13 1 4.84
28 c Yakub Street 0.092 6.25 29 c Dharmasi Street 0.1 09 8.05 30 c 2nd Carpenter Street (Prabhu Shankar Joshi Marg) 0. 162 7.7 31 c Panjrapole Road 0.320 7.6 32 c 2nd Marine Street 0.140 6
33 c Jambulwad i 0.077 6.4
34 c Hamalwadi (Navjiwan Wadi) 0.082 6.8 35 c Chimna Butcher Street 0.389 7.65
...... Partner
36 c Gujar Street 0.324 6.9 37 c Bara Iman Road 0.500 8.75 38 c Sant Sena Marg 0.460 7.8 39 c N.J Acharya marg 0. 162 9.1 40 c Baniyan Street (Abdul Rahim Patel Marg) 0. 152 6.2
4 1 c Bapty Road (Parshuram Pupala Marg) 0.270 4.95 42 c Bora Street (Azam Siddiqui Marg) 0.148 3.5 43 c 2nd Cooper street 0.123 6.25 44 c Kazi Street 0.321 6.4 45 D Falkland 4th lane Chhed Gully 0.106 3.85
46 D Falkland 3rd lane Chhed Gully 0.098 3.80
47 D Falkland 8th lane Chhed Gully 0.083 4.10
48 D Falkland 9th lane Chhed Gully 0.102 3.55
49 D Bhanji Bhai Rathod Marg 0.742 4 .75
50 D Parshuram Papula Marg (Bapty Road) 0.391 7.05
53 D Gilder Lane colony Internal Road (G ilder Lane to Dr. C 0.227 5.65
54 D Kotachiwad i 0.848 3.75
55 D Dobhi Galli (Babasaheb Jaykar Marg) 0.062 5.00
56 E Papad Gully 0.130 5.00 57 E Nagori Compound 0.091 3.75
58 E Temkar Street 0.265 6.2 59 E Sant Savata Cross Road no. 3 0.190 3.85 60 E Ghodapdev Cross Road no. 1 0.071 3.8 6 1 E Barkat Ali Virani Marg 0.31 4 6.95 62 E D'lima Street 0.382 7.2
63 E Bhai Bal Mukund Marg 0.479 8.1 64 E 2nd Sutar Gully 0.202 6.1
65 E Undriya Cross lane 0.092 6.3 66 E 1Oth Kamathipura 0.260 5.75 67 E 5th Kamathipura 0.295 6.65
68 E Kamathipura 13th lane 0.402 7.3
69 F South Kuber Gully 0. 139 6.75
70 F South Chiwada Gully 0.414 9.25
71 F South Gokhale Society Cross lane 0.1 00 4.41
72 F South Adam Mistry lane 0.106 3.75
73 F South Ganesh Gully cross lane 0.250 5.45
74 F South Mirchi Gully 0.136 10.50
75 F South Gas Company Road 0.108 5.55
76 F South Parmar Guruji Cross Road 0.090 5.90
77 F South Chamarbagwala Cross Road 0.155 6.50
78 F South Jaganath Bhatankar Road Low Level North side 0.265 6.1 79 F South Jaganath Bhatankar Road Low Level SOUTH side 0.342 6.3 80 F North Tilak Vasahat Road no. 2 0.120 5.20
81 F North Tilak Vasahat Road no. 3 0.180 5.00
82 F North Pratiksha Nagar Road no. 14 0.220 6.45
83 F North Pratiksha Nagar Road no. 13 0.330 A.4...o ~ .... N. \ ... (161''
84 F North Pratiksha Nagar Road no.l 5 0.070 7.40
85 F North Motila l Nehru Nagar Road 0.500 4.20
86 F North Kanji Shivj i Ja in Marg 0.1 10 5.10
87 F North Ti lak Yasahat Road no. I 0.170 5.30
88 F North Sangamnagar Road Wadala 0 .220 5.35
89 F North Kamala Nagar Road Wadala 0 .490 5.90
90 G South Veer Santaji lane 0.100 7.60
91 G South Babu Kamalkant Singh Marg 0.144 4.55
92 G South Sitaram Seth Chavan Marg 0.107 4.00
93 G South V.P.Nagar Road 0.165 5.95
94 G South Sakharam Balaj i Marg 0.175 6.10
95 G South Khed Gali 0.129 6.40
96 G North S. L. Raheja Cross Road No. 18 0.168 5.00
97 G North Tadkeshwar Mahadev Mand ir cross road 0.064 4.05
98 G North Kapad Bazar cross lane 0.081 3.00
99 G North Damodar wad i 0.102 4.20
100 G North Senabhavan Path, Rande Road to NC Kelkar road 0.312 4.00
101 G North Patil wadi 0.117 2.65
102 G North Babrekar marg Cross road 0.056 3.45
103 G North Laxmibaug Yasahat & Shivar Guest House 0.185 3.90
104 G North Satyam Shivam Sundaram 0.062 4 .00
105 G North Chamdabazar 0.168 4.65
106 G North Palwadi Road 0.232 4 .75
107 G North Ind ira Nagar 0.118 4 .00
108 G North MP Nagar, Dhorwada Road 0.381 2.90
109 G North Khambadevi Road 0.266 6.10
110 G North Dr. Babasaheb Ambedkar Road 0.414 5.90
111 G North Mahim station Road (EAST) (M ahim rly Station to Dh2 0.143 8.20
112 G North Samad Patel Chaw! Road 0.087 3.80
11 3 G North CST Compound Road 0.074 4.75
114 G North IGC Compound Road 0.058 5.40
115 G North Kamala Nagar Road 0.111 5.20
116 G North Kutti Wadi Road 0.087 5.70
117 G North Shankar ghanekar cross road 0.055 4.65
Tota l Length 23.216 KM
For Mis. Shah 6. Par:.-h
~;? \.... Partn&r
For Mfs. Shah &. PsrHth
AC 11 8 13.10.2015
COMBINED BOQ of AC 118
Grand Total Minor Roads
Sr. No. Item Code
Description Unit Rate No. A ll Ward
Qty Amount
1 CS- EW-1 Excavation for foundations, Cu.Mt. 220.00 109884 24174480.00 substructures, basements, tanks, sumps, walls, chambers, manholes, trenches, poles, pits & general building works in all types of soils, vegetable earth, soft murum, running sand, shingle, turf clay, loam, peat, ash, shale, slag, chalk, garbage, muddy/ marshy/ slushy soil, marine clay, reclaimed land etc. for depths/lifts upto 1.5M measured from the ground level, including dressing/ trimming the sides, leveling and ramming of bottoms, manual dewatering, removing rank vegetation, backfilling in layers not more than 200mm thickness, watering, consolidating, compacting to achieve not less then 97% Modified Proctor density conforming to relevant IS, stacking the selected material in measurable heaps for future use within owners space or disposing within an initial lead of 150m as directed, loading, unloading, leveling excluding shoring, strutting etc. complete as directed by Engineer in-Charge.
1) The rate includes the handling/supporting the existing utilities such as cables, drains, pipes, water mains etc. 2) It also includes the royalty and other taxes applicable if any
2 CS- EW- 2 Extra over above item CS-EW-1 for Cu.Mt. 48.00 37693 1809264.00 a lift from 1.5m to 3.0m.
3 CS- EW-2 Extra over above item CS-EW-1 for Cu.Mt. 71 .00 3279 232809.00 b lift from 3.0m to 4.50m.
\ _ Page 1
4
5
6
7
AC 118 13.1 0.201 5
CS-EW-1 6 Excavation for foundation, Cu.Mt. substructures, basements, tanks, sumps, walls, chambers, manholes, trenches, poles, pits & general building works in sofU disintegrated rock, sand stone, stiff clay, gravel, cobblestone, hard laterite, water bound macadam, wet mix macadam, asphalt mix carpet of any type, pitching, soling, paths and hardcore, lime concrete, plain cement concrete, stone masonry and all types of brick/ block masonry below ground level, rock boulders, etc. for depths/ lifts upto 1.5M measured from the ground level, including dressing/ trimming the sides, leveling of bottoms, manual dewatering, removing rank vegetation, backfilling in layers not more than 200mm thickness, watering, consolidating, compacting to achieve not less then 97% Modified Proctor density conforming to relevant IS, stacking in measurable heaps for future use within owners space or disposing within an initial lead of 150m as directed, loading, unloading, leveling excluding shoring, strutting etc. complete as directed by Engineer-in-Charge.
1) The rate includes the handling/supporting the existing utilities such as cables, drains, pipes, water mains etc. 2) It also includes the royalty and other taxes if any.
296.00
RW-10-55 Excavation in Reinforced OR Cu.Mt. 2,187.00 pavement grade concrete M-20 & above by using modern machinery (poclain with rock breaker, etc.) including with stacking of excavated material within 150 m radius etc compalete upto any depth as specified & as directed, by the l=nninPPr
RW-1 -13 Levelling, watering & rolling by Sq.Mt. 9.00 vibratory roller weighing not less than 10 tonnes & preparing the ground to the required grade & camber etc. complete as specified as directed by the Engineer as per road
RW-1-06 Levelling, watering and rolling to 95% Sq.Mt. 13.00 Standard Proctor Density with a power roller weighing not less than 10 tonnes and preparing the ground to the required grade and camber for rolling in trenches as specified as directed by the Engineer .
97313 28804648.00
1770 3870990.00
161418 1452762.00
16145 209885.00
L-----L--------L--------------------------~----~---------L--------~----~.c~~~~oar1~~' For M/s. gnan ~ l
Page 2 ~/ partn&r
'·-
8
9
10
AC I 18 13.10.2015
RW-2-20 Providing & laying, spreading & Cu.Mt. 2,768.00 compacting graded crushed stone agreegate to wet mix macadam satisfaction including premixing the material with water to OMC in mechanical mix (pug mill) carriage of mix material by tipper to site laying in uniform layer of 75mm to1 OOmm( compacted thickness each)with sensor paver finisher on prepared subbase & compacting with vibratory roller (10 tonne) to achieve desired density including lighing, guarding barricating & maintenance of diversion etc. as directed by the Engineer, ( Rebate for not using sensor paver should be taken,{metal gradation from 53mm to 75mm micron as per MCGM Road Specifications clause no.240).
RW-2-21 Providing & laying, spreading & Cum compacting specified crushed stone in granular subbase course including premixing the material in mechanical mixer {pug mill or approved type), spreading of mixed material in uniform layer of 1 OOmm to 75mm (compacted thickness each) with motor grader or paver on prep.!!red murum ~urf.!lce I! compacting with 10 tonne vibratory roller to achieve desired density including all material, labour, machinery, lighing barricating to all lifts & lead maintenance of diversion etc. complete (metal gradation from 75mm to 75mm micron as per MCGM Road Specifications clause no.210).
RW-3-11 Providing & fixing 80 mm thick Sq.Mt. interlocking unishape concrete pavers (monolithic- single layer precast concrete blocks) of gray cement coloured in the carriageway having average crushing strength SON/sq.m.m. as per technical specification, placed on average compacted thickness of 25mm, uniformly graded river sand cushioning with proper compacting with mechanical compactor with the proper level, grade and camber etc. complete as specified and as directed by the Engineer.
Page 3
2,484.00
951.00
47652 131900736.00
42010 104352840.00
26575 25272825.00
... h • 9 r arikh Fat r ~/5 . -::. ~i~ {.~ I
AC 118 13.10.2015
11 RW-3-13 Removing & refixing interlocking Sq.Mt. 311 .00 9610 2988710.00 concrete pavers of 80 mm thick, having of any size, shape and colour considering 10% breakage area of paver block while removing same from position and replaced same by new paver blocks having average crushing strength not less than SO N/mm2 placed on uniformly graded river sand cushioning of average compacted thickness 25 mm properly compacted with mechanical compactor with required level, grade and camber etc. Complete as specified and as directed by the Engineer.
12 RW-3-14 Removing & refixing interlocking Sq.Mt. 301 .00 2207 664307.00 concrete pavers of 60 mm thick, having of any size, shape and colour considering 1 0% breakage area of pver block while removing same from position and replaced same by new paver blocks having average crushing strength not less than 40 N/mm2
placed on uniformly graded river sand cushioning of average compacted thickness 25 mm properly compacted with mechanical compactor with required level, grade and camber etc. complete as specified and as directed by the Engineer.
For NHs. Shah~ Parikh
~..Y Page4 Partn&r
13
14
AC 11 8 13.10.201 5
RW-3-1 7 Providing & fixing in the footpath, Sq.Mt. 60 mm thick Lacquer coated (Reflective) interlocking gray cement concrete pavers in red ( Terra Cotta) Black, Brown, Lemon Yellow or any colour with vermeticular or any antiskid texture on top surface of approved pattern/ shape and colour having average crusting strength 40 N/mm2 manufactured in double layer precast concrete blocks. The top layer of paver block should be 12 to 15 mm thick and consist cubical shape stone aggregate 8 mm size sieve 1 00% passing and retain on 4.75 mm size sieve , silica sand and with pure iron oxide ultra voilete stabilized pigment @ 5% by weight of cement and should be coated with lacquer having hard, high abrasive resistance and water repellent. The bottom layer should be 45 to 48 mm thick having 12 mm size sieve 100% passing aggregate as per technical specification placed on uniformly graded river sand cushioning of average compacted thickness 25 mm properly compacted with mechanical compactor with required level, grade and camber etc. complete as specified and as directed by the
RW-3-18 Providing & fixing in the carriageway Sq.Mt. 80 mm thick gray cement concrete Lacquer coated ( Reflective) interlocking pavers in red ( Terra Cotta) Lemon Yellow, Bright Yellow or any colour with verrneticular or any antiskid texture on top surface of approved pattern/ shape and colour having average crusting strength 50N/mm2 manufactured in double layer precast concrete blocks the top layer of paver block should be 12 to 15 mm thick and consist cubical shape stone aggregate 8 mm sieve 100% passing and retained on 4.75 mm size sieve , silica sand and with pure iron oxide ultra voilete stabilized pigment @ 5% by weight of white cement and should be coated with lacquer having hard, high abresive resistance and water repellent. The bottom layer should be 65 to 68 mm thick having 12 mm sieve 100% passing aggregate as per technical specification placed on average compacted thickness of 25 mm uniformly graded river sand cushioning with proper capacity with mechanical compactor with proper level grade and camber etc. complete as specified and as directed
PageS
938.00
1,124.00
22190 20814220.00
3327 3739548.00
ror 11!/S. ;:,n<1n ~ r·arikh
AC 11 8 13.10.20 15
15 RW-3-22 Removing the paver blocks of any Sq.Mt. 201.00 25923 5210523.00 thickness.,size,& colour from carriage way OR footpath & transporting the same to ward depot OR any where in MCGM limit. The paver blocks shall be stacked neatly at specified location etc. complete as specified and as directed by the Engineer .
16 RW-10-60 Providing and fixing of the precast Rmt . 583.00 46533 27128739.00 kerb stone of height 325mm., base width 165mm., top width 115mm.in M20grade RMC supplied through MCGM approved plant or concrete mixed with use of weigh batch mixers as detailed in drawing u/No.Dy.Ch.E./Rds/93/E.S. of 17/8/ 2005 , excavation in any soil except rock, laying a leveling course of M 15 grade RMC 100mm. thick, to required slope (inclusive of form work) jointing in C.M.1:2 proportion flush to concrete surface, painting exposed surface with one coat of primer and two coats of 1st grade road marking paint in the yellow/white/black or any shade as directed. (Kerbstones shall be procurred from MCGM registered agencies).
17 RW-4-02 Removing & resetting kerb stones in Rmt . 305.00 4948 1509140.00 1 :2 C.M. on new R.M.C.M-10 C.C. lieu 1S 1...1 11, ll lil..f... i11l..iuui11y Olli11Y li lt!
joints with 1:2 C.M. pointing, curing etc. comolete.
18 RW- 7-17 Providing applying Yellow & Black R.Ml 53.00 4948 262244.00 road marking paint grade -1 in 3 coats including single coat of approved brand primer after cleaning of old surface of kerb stone with brushing by wire brush as per relevant I.S. codes to satisfaction of Engineer in charge etc compelte
Fat M/s. Shah & Pari1'h
Page 6 ~~
'i:-
AC 118 13.10.2015
19 RW-10-61 Providing and fixing of the precast Rmt .
20
21
tapered water table of thickness varying from 105 to 125 mm., 300mm. Width in M 20grade RMC (Supplied through MCGM approved plant) or concrete mixed with use of weigh batch mixers as detailed in drawing No.DyChE/Rds/94/E.S. dated 17.8.2005 inclusive of excavation in any soil except rock, laying of leveling course of M 15 grade RMC 1 OOmm. thick to required slope, (inclusive of form work) jointing in 1 :2 em. prop. flush to concrete surfaces as directed (Watertables shall be procurred from MCGM registered agencies).
RW- 4-07 Removing & resetting water tables 30 Rmt . em. wide on a new M-10 cement concrete bed 15 em . thick including filling in the joints with C.M.1 :2 and cement pointing curing including removing the old cement bed, curing
I etc
RT-15-07 Providing,casting Fixing (anywhere in R.Mt. city or suburban limit) precast type-2 (Single side Taper) dividers in C.C M-25 as per drg. No. EET&C/Gen/013/03/Ty dt. 11.12.03. (Revised on 15/06/06) including,fixixng the dividers on site in C.M. 1 :2 for cushioning and jointing,curing,painting the exposed surface with grade-1 road marking paint (confirming to IS 164) in two coat of approved colour,including excavation in road portion and removing excavated material as per direction any where in city or suburban limit,cleaning the site etc. as directed by the Engineer.Rate is inclusive of all lift and leads,transportation required for the work.
Page 7
498.00
343.00
665.00
56193 27984114.00
5049 1731807.00
895 595175.00
For r~!s . Shah & Parikh
~~ -.. Partn&r \-oo...
22
23
24
AC 118 13.10.2015
RW-5-20 Providing and applying PRIME Sqm COAT with CATIONIC BITUMEN EMULSION (SS) @ 7 to 12 Kg. of 1 OSqmt. over prepared surface to receive bituminous mix by applying PRIMER with mechanical spray bitumen, including cleaning of road surface etc. completed, as directed.For Low Porosity surface & the primed surface shall be allowed to cure for at least 24 hours or any other higher period, as is found to be necessary to allow all the moisture or volatiles to evaporate before any subsequent bituminous surface treatment or mix is laid (As per New Road Specifications Clause No. 313, curing as per 313.5)
RW-5-23 Providing and applying TACK Sqm COAT with CATIONIC BITUMEN EMULSION (RS) @ 0.2 to 0.25 Kg. of Sq.mt. over prepared surface to receive bituminous mix by applying TACK COAT with mechanical spray bitumen, including cleaning of road surface etc. completed, as directed .For NORMAL BITUMINOUS SURFACES & the tack coat shall be left to cure until all the volatiles have evaporated before any subsequent construction is started, which is indicated by change in colour from brown to black(As per New Road Specifications Clause No. 31 4 , curing as per 314.3.4)
RW-5-25 Providing and applying TACK Sqm COAT with CATIONIC BITUMEN EMULSION (RS) @ 0.25 to 0.30 Kg. of Sq.mt. over prepared surface to receive bituminous mix by applying TACK COAT with mechanical spray Sqm bitumen, including cleaning of road surface etc. completed, as directed .For GRANULAR SURFACES Treated with PRIMER tr.l<>ll"A Nn ?.14\
Page 8
69.00
26.00
28.00
157121 10841349.00
157121 4085146.00
157121 4399388.00
AC 11 8 13. 10.2015
25 RW-5-46 P/L hot Premix Dense bituminous Cu.m 9,609.00 1378 13241202.00 macadam with 4.50% bitumen content of grade 30-40 to the required line,level,and camber rolling with 10/12 M.T.power ,vibratory roller & sensor paver etc. complete as specified and as directed to required thickness. with antistriping agent at 1.00%by weight of bitumen using grading II of "MORTH"(As per new Road Specification clause no.354)
26 RW-5-44 P/L hot Premix Dense bituminous Sqm 480.00 157121 75418080.00 macadam with 4.50% bitumen content of grade30-40 to the required line, level, and camber rolling with 10/12 M.T.power ,vibratory roller & sensor paver etc. complete as specified and as directed to thickness of 50 mm. with antistriping agent at 1.00%by weight of bitumen using grading II of "MORTH"(As per new Road Specification clause no.354)
27 RW-5-40 P/L hot premix Bituminous concrete Sqm 479.00 157076 75239404.00 with 6.00% of bitumen grade 30/40,surface coat by mix design as per MORTH to the conmpacted thickness of 40 mm ,using new material to the required line,level and camber rolling with power vibratory roller & sensor paver, etc.cornplele as specified and as directed with lime filler 5.00%by weight and antistriping agent @ 1% of bitumen by weight etc. complete .As per new Road Specification clause no.364)
28 RW-6-03 Raising or lowering circular manholes Each 949.00 1446 1372254.00 to the required level up to 20 cm.including all material, form work etc. with 16 em. thick cement concrete M-15 (1 :2:4) c.c. coping under frame and cover of manhole, including curing etc. complete as specified and as directed
29 RW-6-04 Raising or lowering water entrances, Each 680.00 928 631040.00 hydrant key box/ sluice box/gully trap chambers to the required level, upto 20 em. including all materials, curing etc. complete as specified and as directed.
Page 9
For NUs. Shah & Parikh
~/ partl't9f
AC 11 8 13. 10.2015
30 RW-6-05 Raising or lowering rectangular Each 1,993.00 1266 2523138.00 manholes to the required level upto 30 em. including all materials, form work, brick work and with 16 em. thick M-15 C.C. coping under frame & cover of manhole including curring etc. complete, as specified and as directed.
31 HE-8-24 Removing and refixing of existing Each 976.00 243 237168.00 S.P. fire hydrants for replacing of mouth piece, duck foot bend, Sluice valve, as required as per specifications & drawing but including painting the hydrant, fixing the saddle piece, supplying and jointing the same with spun yarn, molten lead, including caulking etc. complete as directed & as specified by Engineer In Charge. (as per IS : 908) Note : 1) The new material required, will be paid separately on the basis of weight per kg of material. 2) The cost of constructing valve chamber will be paid separately. 3) Rebate for salvation cost of existing material replaced will be taken at the rate of Rs 25/Kg Basic rate for new material a) Cl Rs 55 !kg
32 HE-8-25 Removing of existing S.P. fire Each 10,047.00 243 2441421.00 hydrants and replacing them with new SP fire hydrants with its complete assembly including supplying and jointing the same with spun yarn, molten lead, including caulking etc. complete as directed & as specified by Engineer In Charge. (as per IS : 908). Note : The salvage value for old fire hydrant has been considered on per Kg basis.
33 RW-7-01 Removing & refixing traffic regulatory Each 629.00 164 103156.00 boards/buss top boards/street name boards etc. in M-100 cement concrete, complete as directed.
34 RW-7-02 Removing traffic regulatory Each 178.00 131 23318.00 boards/busstop boards with brackets etc., to Ward Chowky complete, as directed.
35 RW-7-05 Cutting down existing stone/ brick Cu.Mt. 212.00 2063 437356.00 masonary compound walls, abutments,piers,wing-walls etc. including stacking the rubble,khandkies etc. in stack, as directed (Actual volume of structure . \ l
lwill hi'! n;olirl \ _£ , .. r \.
..L '~ · ,:;. .. . Loo!. ~S. ~n ~·· ...... /7.
Page 10
36
37
38
AC 11 8 13.10.201 5
RT-16-04 Providing and fabrication and fixing R.Mt. 11 ,327.00 Stainless Steel railing of 1 0 gauge of 304 grade stainless steel having minimum nickel content of 10% (laboratory testing certificate shall be provided for used material), 40mmX40mm square pope railing with 18mmX18mm square intermediate support,65mmX65mm square main supports with Stainless Steel pedestal (base-l type) and Stainless Steel cap- (type-1) including cutting, welding, riveting, polishing as directed and fixing in cement concrete foundation as shown vide Sr.No.2F-A 1 in catalogue of Street Furniture (Vol.l) published by M.C.G.M including removal of surplus material/debris and restoring damaged portion. (footpath, etc. directed (with advertisement panel)
RT-16-14 Circular Steel Bollards : Providing, Nos. fabricating and fixing circular Steel Bollards of 1 OOmm dia circular Steel Pipe (of type 3F-A-1) as per the design incorporated in the Catalogue of Street Furniture (Vol-11). Published by MCGM, made of 10 Guage, 304 quality material with minimum nickel content not less than 10% (laboratory testing certificate shall be provided for used material) with steel pedestal and steel cap as per designs (3F-A1), (3F-A1 .1),(3F-A 1.2) and (3F-A 1-3) suitable to match the design adopted for surrounding railing including cutting, welding, riveting, polishing. The foundation shall either be with base plate of 200 x 200 x 6mm thick, 16 mm dia J Bolts or embedding pipe in foundation by providing 20mm Dia x 6 nos holdfasts embedded in 1:2:4 concrete as shown in drawing (3F-A1.1). inclusive of making good the damage portion of footpath with matching pavers blocks, tiles removing debris etc. complete as per specifications and as directed by the Engineer
RT-16-07 Arrow marking for route direction in Each white or traffic yellow as specified for speed limit uoto 50kmoh
Page 11
7,459.00
933.00
1709 19357843.00
1012 7548508.00
1368 1276344.00
,.._ __ .
39
40
AC 118 13.10.20 15
RT-16-37 Providing and applying hot applied Sq.Mt. thermoplasUc road marking material with glass beads extremely high skid resistance 2.5mm thick with primer coat ( tack coat) on cement concrete road/paver blocks surface. All labour materials with special aggregates etc, as specified in B.S. part-1 & II 1989 and carrying out the marking on any road on center line and other lane marking continuous for intermittent 10cm or 15cm width and also pedestrian crossings stripes as well as spraying further quality of glass beads of type II uniformly into a mono layer on to the hot paint line in quick succession of the paint spraying operation @ 250gms per sq.mt. area as directed and as per B.S./M.O.S.T. specification in White /Yellow colour.
RT-16-38 Providing and applying hot applied Sq.Mt. thermoplastic road marking material with glass beads extremely high skid resistance 2.5mm thick without primer coat ( tack coat) on asphalt road surface. All labour materials with special aggregates etc, as specified in B.S. part-1 & II 1989 and carrying out the marking on any road on center line and other lane marking continuous for intermittent 1 Ocm or 15cm width and also pedestrian crossings stripes as well as spraying further quality of glass beads of type II uniformly into a mono layer on to the hot paint line in quick succession of the paint spraying operation @ 250gms per sq.mt. area as directed and as per B.S./M.O.S.T. specification in White /Yellow colour.
Page 12
681.00
622.00
1686 1148166.00
11755 7311610.00
41
42
AC 118 13.10.2015
RT-16-08 Street Name Board without sign Nos. board: Providing, fabricating and erecting on site Street Name Board (of type 2S-A-1) as per the design incorporated in the catalogue of street Furniture (Volume-11) Published by M.C.G.M. Vertical pole shall be M.S. Square pipe of size 75mm x 75mm x 3.5mm thk. Signage plaque (box) shall be of size 900mm x 600mm made of M.S.angle frame of size 50mm x 50mm x 6mm thick covered with 3mm thk aluminum sheet I F.R.P. Sheet on both sides. The signage plaque assembly shall be fixed to the vertical pole with 40mm x 10mm thk size MS support plate. The traffic signboard of size 600mm dia shall be supported on M.S. support pipe of size 50mm x50mm x 3mm. Traffic sign board shall be made of 25mm x 25mm x 3mm thick M.S. Sq. pipes covered with 3mm thk. Aluminum sheet I F.R.P. sheet on both sides as shown in the figure. The top open end of the vertical pole shall be closed with M.S. plate of size 75mm x 75mm x 3.5mm thick. Both the boxes shall be pasted with HIGH INTENSilY GRADE retro reflective base sheets on both sides
19,945.00
RT-16-15 Junction Name Board : Providing, Each 27,718.00 fixing and erecting on site Junction Name Board I Chowk (of type 2S-D), as per the design incorporated in the catalogue of street Furniture published by M.C.G.M., Vertical pole shall be M.S. Square pipe of size 1 OOmm x 1 OOmm x 3.5mm thick. Signage plaque (box) shall be of size 900mm x 900mm made of M.S.L angle frame of size 75mm x 75mm x 6mm thick covered with 3mm thick aluminum sheet I F.R.P. Sheet on both sides, the box assembly; shall be fixed to the vertical pole with 40mm x 1 Omm thick size MS support plate. The top open end of the vertical pole shall be closed with MS Plate of size 1 OOmm x 1 OOmm x 3.5mm thick. The box shall be pasted with HIGH INTENSilY GRADE retroreflective base sheets on both sides conforming to I.R.C. 67 CODE. Letters or signages to be pasted on this box shall also be of HIGH INTENSilY GRADE (up to 50%of basic area) conforming to I.R.C. 67 CODE. The reflective of sheet shall have guarantee of 7 years. The refection count shall not be less than 90% of its original reflection after 7
Page 13
258 5145810.00
348 9645864.00
A C 11 8 13. 10.201 5
43 RT-16-25 Mandatory & Cautionary Board - Each Providing, Fabricating, Erecting on site Mandatory & Cautionary Boards (of type 1 S-A-1 ).As per the design incorporated in Street Furniture catalogue volume-11 published by M.C.G.M.,Vertical poles shall be M.S. Square pipe of size 50mm x SOmm x 3.5mm thick. Signage plaque (box) shall be of size 600mm dia. The box shall be made of MS Square pipe of size 25mm x 25mm x3mm thick covered with 3 mm thick aluminum sheet I F.R.P. Sheet on both sides, The box assembly; shall be fixed to the vertical pole. The box shall be pasted with HIGH INTENSilY GRADE retro reflective base sheets on both sides conforming to I.R.C. 67 CODE. Letters or signages to be pasted on this box shall also be of HIGH INTENSilY GRADE (up to 50% of basic area) conforming to I.R.C. 67 CODE. The reflectivity of sheet shall have guarantee of 7 years. refection count shall not be less than 90% of its original reflection after 7 years. The foundation shall either be with base shall either be with base plate of M.S. of size 200 x 200 x 6mm
44 RW- 10-37 Providing and fixing of the precast R.Mt.
45
TREE GUARD KERB of M-20 C.C. of height 230mm., width 100mm., Length 400mm.,finished neatly, compacting ,curing, formwork etc. including bedding of M-10 C.C.procured from M.C.G.M.approved R.M.C. plant, 1 Ocm.thick, filling of jointing in C.M. 1 :2 and panting the exposed surface with 3 coats of road marking paint, Grade I of approved colours and quality including single coat of approved brand primer including excavation in C.C. ,asphalt etc. as specified and as directed.
SWD-45 Supply Blue trap stone of approved Sq.Mt. quality and providing the same in rubble packing 25 em thk to required level & grade, camber including Filling in interstices with 60mm metal & small stone chips etc. and thoroughly rammed consolidated etc as specified & directed
Page 14
8,820.00
475.00
461 .00
265 2337300.00
646 306850.00
48561 22386621.00
AC 118 13.10.2015
46 SWD-35 Cutting down existing cement I lime Cu.Mt. 858.00 2310 1981980.00 concrete works by any means in pavement, bedding below foundation , coping, walls arches, stone/ brick pavement coping etc. of any thickness of any height I depth above or below ground level etc. complete as specified & directed.
48 SWD-57 Providing 12 mm thickCement Plaster Sq.Mt. 167.00 7735 1291745.00 in 1 :2 Cement mortar including neat cement rendering with approved water proofing compound (with a proportion as specified by the manufacturer per bag of cement) as specified & directed.
49 SWD-58 Providing 20 mm thickCement Plaster Sq.Mt. 240.00 7745 1858800.00 in Cement mortar 1:2 including neat cement rendering (without water proofing compound) as specified & directed.
50 SWD-87 Providing and constructing Nos. 21,011.00 783 16451613.00 stormwater drain brick masonry conical manhole as per standard drawings (Dwg No. MCGM/SWD/2013-01 ), with 1.20 m internal dia at bottom 0.56 m intAmi'll fl in nl tnn i'l~ nPr IR 1'1111• Part 1:1986 Cl.4.9 for a depth 1.50 m built in brick masonry in cement mortar 1 :2, 20 mm thick plastering both internal and external faces of walls in cement mortar 1 :1 (without waterproofing compound) and neat cement rendering so as to give a smooth surface, inducting 300 mm thick M-15 grade cement concrete in foundation and in haunchesand channels finished smooth with 20 mm thick cement plaster in cement mortar 1:1 and providing & installing approved Co-polymer polypropylene steel reinforced manhole safety step (weighingbetween 0.8 to 0.9 Kg) at 375 mm c/c, including 75 mm wide vata all round the external portion of the manhole and the foundation concrete in cement mortar 1:1 ,andsupporting the incoming and outgoing pipeswith brick masonry wherever necessary, including 300 mm high cap in M-30 grade -. .... 'iw.\' .. ~ I~'
~\\ ..
Page 15
AC 11 8 13. 10.2015
51 SWD-88 Extra over item no SWD-87 per meter M.D. 11 ,691 .00 623 7283493.00 depth above 1.50m and upto2.30m, etc complete as specified and as directed by Engineer-in-Charge.
52 SWD-89 Providing and constructing Nos. 32,691.00 172 5622852.00 stormwater drain brick masonry conical manhole as per standard drawings (Dwg No. MCGM/SWD/2013-02), with 1.50 m internal dia at bottom 0.56 m internal dia at top as per IS 4111 : Part 1 :1986 Cl.4.9 for a depth 2.30 m built in brick masonry in cement mortar 1 :2, 20 mm thick plastering both external and internal faces of walls in cement mortar 1:1 (without waterproofing compound) and neat cement rendering so as to give a smooth surface, including 300 mm thick M-15 grade cement concrete in foundation and in haunches and channels finished smooth with 20 mm thick cement plaster in cement mortar 1 :1 and providing & installing approved Co-polymer polypropylene steel reinforced manhole safety step (weighing between 0.8 to 0.9 Kg) at 375 mm de, including 75 mm wide vata all round the external portion of the manhole and the foundation concrete in cement mortar 1:1 and supporting the incoming and outgoing pipes with brick masonry wherever necessary, including 300 mmhigh cap in M-30 grade concrete finishing
53 SWD-90 Extra over item no SWD-89 per meter M.D. 20,910.00 297 6210270.00 depth above 2.30m and upto 5.0m including safety chain and extra Co-polymer polypropylene steel reinforced steps on either side of benching, etc complete as specified &as directed by Engineer-in-Charge.
54 SWD-92 Providing and constructing Each 57,812.00 59 3410908.00 stormwater drain brick masonry conical manhole as per standard drawings (Dwg No. MCGM/SWD/2013-02), with 1.80 m internal dia at bottom
' 0.56 m
internal dia at top as per IS 4111: Part 1:1986 Cl.4.9 for a depth 2.90 m huilt
Page 16
55
56
57
AC 11 8 13. 10.2015
SWD-93 Extra over item no SWD-92 per meter MD depth above 2.90 m and upto 5.0m including safety chain and extra Copolymer polypropylene steel reinforced steps on either side of benching, etc complete as specified &as directed by Engineer-in-Charge.
SWD-97 Providing and constructing Nos. stormwater drain brick masonry trapezoidal manhole , with internal sizes 1.50 m x 1.20m at bottom and 0.90m x 0.60m at top for a depth 1.20 m built in brick masonry in cement mortar 1:2, 20 mm thick plastering both internal and external faces of walls in cement mortar 1:1 (without waterproofing compound) and neat cement rendering so as to give a smooth surface, including 300 mm thick M-15 grade cement concrete in foundation and in haunches and channels finished smooth with 20 mm thick cement plaster in cement mortar 1:1 and providing &installing approved Co-polymer polypropylene steel reinforced manhole safety step (weighing between 0.8 to 0.9 Kg) at 375 mm c/c, including 75 mm wide vata all round the external portion of the manhole and the foundation concrete in cement mortar 1:1 and supporting the incoming and outgoing pipes with brick masonry wherever necessary, including including 300 mm high cap in M-30 grade concrete finishing with cement plaster on both sides in CM 1 :1, with necessary centering , shuttering etc.
SWD-98 Extra over no.SWD-97 per meter M.D. depth for above manhole above 1.20m upto 2.30m depth.
Page 17
22,698.00
24,383.00
13,168.00
40.5 919269.00
13 316979.00
11 144848.00
AC I 18 13.10.20 15
58 SWD-117 Providing and Constructing brick Each 24,137.00 257 6203209.00 masonary inspection chamber rectangular 0.9M x 0.45M and0.6M deep on sewer with 230mm brick walls in cement mortar 1 :3 plastered both inside & outside with 20 mm thick cement mortar 1:2 and neat cement rendering so as to give a smooth surface including 230mm cement concrete bedding (M 15) and cement concrete (M 15) in haunches and channels finished smooth with 20 mm thick cement mortar( 1:1) and fixing C.l. heavy duty airtight rectangular frame & cover of size 0.9M X 0.45M weighing minimum 225Kg. resting on 300 mm high c.c. cap M 20 with (1: 1) cement plaster on both the sides & necessary C.l. steps ( weighing 5.4 kg each)staggered at 300mm c/c. including 75 mm wide vata all round the external portion of the chamber and the foundation concrete in C.M. 1:1 etc. complete as per plan in and as per drawing (Dwg No. MCGM/SWD/2013-06), etc complete as specified & as directed by Engineer-in-Charge. (without excavation ) .
59 SWD 118 Extra over item no SWD-117 per MD 6,913.00 491 3394283.00 meter depth above 0.60 m and upto 2.5m , etc all complete as specified & as directed by Engineer in Ch::~rgo .
·,.
Page 18
60
61
62
63
64
AC 11 8 13.10.2015
SWD 119 Providing and Constructing brick Each 28,713.00 masonary inspection chamber rectangular 0.9M x 0.60M and 0.6M deep on sewer with 230mm brick walls in cement mortar 1 :3 plastered both inside & outside with 20 mm thick cement mortar 1 :2 and neat cement rendering so as to give a smooth surface including 230mm cement concrete bedding (M 15) and cement concrete (M 15) in haunches and channels finished smooth with 20 mm thick cement mortar( 1 :1) and fixing C.l. heavy duty airtight rectangular frame & cover of size 0.9M x 0.45M weighing minimum 270Kg. resting on 300 mm high c.c. cap M 20 with (1 :1) cement plaster SWD-11 9 on both the sides & necessary C.l. steps (weighing 5.4 kg each)staggered at 300mm clc. including 75 mm wide vata all round the external portion of the chamber and the foundation concrete in C.M. 1:1 etc. complete as per plan in and as per drawing (Dwg No. MCGM/SWD/2013-03), etc complete as specified & as directed by Engineer-in-Charge. (without excavation ) .
SWD120 Extra over item no SWD-119 per M.D. meter depth above 0.60 m and upto 2.5m , etc all complete as specified & as directed by Engineer-in-Charge.
SWD-152 Removing C.l. Frame and cover (any Each size ) and transporting to ward office as directed.
SWD-130 Demolishing existing single or double Each water entrances, including cutting down of old brick masonry and concrete,removing of all serviceable material such as grating, runner beams, purdis etc.and handing over the same to nearest Municipal depot etc.complete as directed by Engineerin-Charge ..
SWD-142 Constructing single water entrance of Each internal size 0.50m x 0.60m with cast-in-situ coping in M-20 grade, fixing of grating in M -20 as per standard drawings (Dwg No. MCGM/SWD/2013-14), etc complete as specified and as directed by Engineer-in-Charge.(excluding excavation, providing and fixing of gratings and frame)
Page 19
7,906.00
332.00
563.00
7,399.00
257 7379241.00
253.3 2002589.80
510 169320.00
825 464475.00
3249 24039351.00
AC 11 8 13.10.2015
65 SW0-1828 Supplying and fixing 0.56m internal Each 14,561 .00 1432 20851352.00 dia 0.1. air-tight hinged type cover and frame (weighing minimum 95 kg.) of material grade SG-500/7 as per IS 1865-1991 with grade designation of 0400 as per EN-124, specification no SP-SWD-3 including testing and inspection as per guidelines of IS specifications, including fixing with M-30 concrete and locking arrangement etc. complete as specified and as directed lh
66 SW0-1848 Supplying and fixing 0.90m x 0.45m Each 24,329.00 257 6252553.00 internal size rectangular 0 .1. airtight hinged type cover and frame (weighing minimum 160 kg.) of material grade SG-500/7 as per IS 1865-1991 with grade designation of 0400 as per EN-124, specification no SP-SWD-3 including testing and inspection as per guidelines of IS specifications,including fixing with M-30 concrete and locking arrangement etc. complete as specified and as directed by Engineer-in-Charge
67 SWD-185A Supplying and fixing 0.90m x 0.60m Each 22,882.00 770 17619140.00 internal size rectangular 0 .1. airtight hinged type cover and frame (weighing minimum 150 kg.) of material grade SG-500/7 as per IS 1865-1 991 with grade designation ofC250 as per EN-124, specification no XX, including testing and inspection as per guidelines of IS specifications, including fixing with M-30 concrete and locking arrangement etc. complete as specified andas directed by Engineer-in_rh<>rno
68 SWD-175- Providing & Fixing 0.60m X 0.50m Each 11,514.00 3790 43638060.00 A clear internal size of 01 hinged type
grating and frame (weighing minmum 80 kg) with grade designation of C250 with black bitumen coating to 0 1 gratings & frame confirming to EN124 incuding testing ,inspection of material sample and finished product as per IS standards and as per Standard Specification no SP SWD- 3 and as per drawing (Owg No. MCGM/SWD/201 3-1 0), etc complete as specified & as directed by Engineer in-Charge.
Page 20
AC I 18 13. 10.201 5
69 RW-8-01 P/L 150mm dia. R.C.C. hume pipes, R.Mt. 535.00 2808 1502280.00 NP2 class, jointing, filletting in 1:1 C.M., including plugging of both the ends with gunny bags, brick masonary in C.M. 1 :4 with plaster in C.M. 1:4 & curing etc. complete, as specified as directed.
70 RW-8-02 P/L 250mm dia. R.C.C. hume pipes, R.Mt. 758.00 2936 2225488.00 NP2 class, jointing, filletting in 1 :1 C.M., including plugging of both the ends with gunny bags, brick masonary in C.M. 1:4 with plaster in C.M. 1 :4 & curing etc. complete, as l~nP~ifiPrl as directed
71 RW-8-03 P/L 300mm dia. R.C.C. hume pipes, R.Mt. 946.00 26727 25283742.00 NP2 class, jointing, filletting in 1:1 C.M., including plugging of both the ends with gunny bags, brick masonary in C.M. 1:4 with plaster in C.M. 1 :4 & curing etc. complete, as
as directed
72 RW-8-04 Nos 251 1620 406620.00 Providing & fixing in position M-20 cement concrete precast slab, 50cm x 50cm.& Scm. Thick with the word "DUCT'inscribed over it including making good,the damaged surrounding surface etc. complete.
73 SE-5-8-a Providing and laying R.C.C. Pipes R.Mt. 1,156.00 325 375700.00 (NP3 Class) with rubber rings jointing etc. complete as specified and directed - 300. dia PIPE
74 SWD-76-A Providing and laying 450mm dia NP3 R.Mt. 2,184.00 75 163800.00 Class R.C.C. hume (spigot & socket ended) pipes with rubber ring roll on joints conforming to IS 458:2003 and laid on approved bedding as per IS 783:1985 (rea ft. 2010) including jointing the pipes and fi lleting with stiff mix of cementmortar 1:2, including testing of pipes (in presence of municipal staff) as per IS 3597 etc. complete as specified & as directed by Engineer-in-Charge. (Excluding necessary earthwork & bedding)
75 SWD-78-A Description same as item no. SWD- R.Mt. 3,095.00 9526 29482970.00 76-A, for Pipe Dia 600 mm (NP3 class)
76 SWD-79-A Description same as item no. SWD- R.Mt. 4,009.00 165 661485.00 76-A, for Pipe Dia 700 mm (NP3 class)
--~fth fl,. ,;;:' -~i~·.·~·,·.-.. ..
Page 21
'--~· · ·
AC 11 8 13. 10.20 15
77 SWD-80-A Description same as item no. SWD- R.Mt. 4,986.00 285 1421010.00 76-A, for Pipe Dia800 mm (NP3 class)
78 SWD-81 -A Description same as item no. SWD- R.Mt. 6,185.00 1000 6185000.00 76-A, for Pipe Dia 900 mm (NP3 class)
79 SWD-82-A Description same as item no. SWD- R.Mt. 6,807.00 75 510525.00 76-A, for Pipe Dia 1000 mm (NP3 class)
80 SWD-83-A Description same as item no. SWD- R.Mt. 8,628.00 665 5737620.00 76-A, for Pipe Dia 1200 mm (NP3 class)
81 SWD-86-A Description same as item no. SWD- R.Mt. 16,828.00 215 3618020.00 76-A, for Pipe Dia 1800 mm (NP3 class)
82 CS-DD-59 Removing and Refixing G.l.pipes of R.Mt. 154.00 6550 1008700.00 any size with all fittings if necessary complete including cleaning and
IP_aintinq.
HE-7-2 Supplying, providing laying and 0 0.00 jointing GJ pipes in trenches of following class and diameter by wrapping them by hessian cloth with tar coating and including any nominal pipe length required to be laid above ground level, conveyance from stores to site work, all labour, necessary excavation, backfilling,
.. satisfactory giVIng
hydraulic test, etc complete in all respect as directed by Engineer in Charge. Note : Only MCGM approved GJ pipe brands shall be used, all pipe and pipe fittings shall be C class (heavy grade) having lSI marking.
83 HE-7-2-a 15mm R.Mt. 147.00 5200 764400.00
84 HE-7-2-b 20mm R.Mt. 178.00 5200 925600.00
85 HE-7-2-c 25mm R.Mt. 252.00 5200 1310400.00
86 HE-7-2-d 32mm R.Mt. 310.00 2600 806000.00
87 HE-7-2-e 40mm R.Mt. 367.00 2600 954200.00
88 HE-7-2-f 50mmm R.Mt. 481.00 2600 1250600.00
89 CS-CW-58 Providing and spreading broken glass Sq.Mt. 16.00 15543 248688.00 pieces under the compound pavement as directed at the rate of 1.2 cubic meters of broken glass
loieces for 100 sa.mts.of area
~
Page 22
.a, skah & '?an~h For ... s. n I
. /~ -~ PartfMtl'
AC 11 8 13.10.20 15
90 RW-10-27 P/L R.M.C. M-10 C.C. having avg. Cu.Mt. 5,404.00 11318 61162472.00 compressive strength 13.5 Mpa grade in foundation/encasemenUpavemen with or without chequered design including formwork,
.. in m1x1ng
batching plant,placing vibrating with plate or needle curing etc. complete as directed by the Engineer. C/s. has to make his own arrangement for water for curing withHessian cloth etc. & will not be paid separately.(MINIMUM CEMNT CONTENT 220 Kg/m3
. )
91 RW-10-28 Supply & filling sand, metal Cu.Mt. 2,069.00 66772 138151268.00 GRAVELLY SAND Corresponded to CLASS II/ CLASS Ill GRADING of TABLE 100.1of new road specifications-2006 in trenches upto required depth & watering, ramming etc. complete as directed
92 RW-10-26 P/L ready mix cement concrete M- Cu.Mt. 5,682.00 27339 155340198.00 15cc having avg compressive strength 18.5 Mpa for foundation/encasemenU pavemenU cradle including form of mixing in batching plant, compacting by internal & surface vibrator,curing,finishing etc. complete as specified & as directed by the Engineer. Contractor has to make his own arrangement for water forcuring etc.& will not be paid separately for it.(MINIMUM CEMNT CONTENT 240 Kg/m3
. )
93 RW-10-30 Providing & fixing pre-cast Beam in M Nos. 371 .00 9818 3642478.00 40 CC of size 23 em x 23 em x 35 em in length set in 15 em M15 C.C. filling of joints in 1 :2, including escavation, form work, mixing compacting , curing etc. complete as specified and as directed.
94 SE-5-9-a Providing, Laying and Jointing HOPE Mts. 752.00 3236 2433472.00 pipes of PE-80 grade and PN-6 class with butt joints etc. complete as specified and directed.
Page 23
AC 11 8 13.10.2015
95 CS-PS-169 Constructing brick masonry Each a-2 inspection chamber in cement mortar
1 :4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size}, foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1 :3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1 :2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 em and 45 em deep including C.l. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :With Sewer bricks conforming to IS : 4885
96 CS-PS-169 Constructing brick masonry
97
c-2 inspection chamber in cement mortar 1 :4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size}, foundation concrete 1 :4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1 :3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1 :2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design:
Inside size 120x90 em and 90 em deep including C.l. cover with frame(heavy duty) 560 mm internal diameter, total weight of cover and frame to benot less than 208 kg (weight of cover 108 kg and weight of frame 100 ka) · With Sewer bricks conforming to IS : Each 4885
SE-5-1-a Providing & laying stoneware pipes Rmt. of SP2 class including jointing with CM(1 :1), filleting etc. complete as specified & directed. -150mm dia
Page 24
6902.00
20149.00
459.00
1148 7923496.00
0 0.00
0 0.00
810 16320690.00
5200 2386800.00
r~ JMI/f$, ~tnan & t-'an.,h
~~
AC 118 13. 10.20 15
98 SE-5-1-b Providing & laying stoneware pipes Rmt. 729.00 5200 3790800.00 of SP2 class including jointing with CM(1 :1), filleting etc. complete as specified & directed. -230mm dia
99 RT-16-39 Supplying I Fixing of Retro reflective Each 355.00 5410 1920550.00 road studs confirming to ASTM D _ 4280 designated 'H' , Two way Reflective markers in any colour inclusive of fixing on any road surface with the use of adhesive as per specifications etc. comlete anywhere in Greater Mumbai as directed by the Engineer
100 RT-16-40 Supplying I Fixing of Retro reflective Each 338.00 20744 7011472.00 road studs confirming to ASTM D_ 4280 designated 'H' , One way Reflective markers in any colour inclusive of fixing on any road surface with the use of adhesive as per specifications etc. comlete anywhere in Greater Mumbai a sdirected by the Engineer
101 SWD-4 Desilting the nalla upto 3.0 m depth Cu.Mt. 137.00 1186 162482.00 by mechanical means as directed and specified and spreading around/stacking the desilted material for transportation purpose within a distance of 30 m including spreading of disinfectant, etc. complete as directed by Engineer-in-Charge.
Page 25
AC 118 13.10.20 15
102 RW-10-29 P/L R.M.C.M-20C.C.having avg. Cu.M 5815.00 1868 10862420.00 compressive strength 29 Mpa procured from M.C.G.M. approved R.M.C. plant including use of approved makes plasticizer/retarder & transported by transit mixer & placing at worksite, compacting, finishing curing etc. by contractor's water & tarring the sides of from work with hot bitumen as specified & directed by the Engineer.(MINIMUM CEMENT CONTENT 300 kg/m3
)
103 CS-CW-35- Providing and fixing in position steel MT 67988.00 150.25 10215197.00 b bars reinforcement of various
diameters for R.C.C. pile, pile caps, footings,raft,retaining wall,shear wall, lift wall,foundations, slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, coping, fins, arches, etc. as per detailed designs,drawings and bar bending schedules, including straightening, cutting, bending, hooking the bars, binding with wires or tack welding, supporting as required etc. all complete at all levels. HYSD steel bars - Fe 415
104 CS-CW-30- centering and shuttering of steel Sq.Mt. 223.00 2449 546127.00 a plates with M.S. Angles including
strutting, propping etc. and removal of form for Foundations, footings, bases of !columns. rafts. oilecao
105 CS-CW-30- Walls (any thickness) including Sq.Mt. 387.00 8475 3279825.00 b attached butteresses, ,retaining wall,
shear wall, diaphragm wall etc
106 RW-11-02 Narrow Filter Sub- Surface Drain Rmt 683.00 12503 8539549.00 (Construction of a narrow fi lter sub-surface drain consisting of porous or perforated pipe laid in narrow trench surrounded by a geotextile filter fabric, with a minimum of 450 mm overlap of fabric and installed as per clause 702.3 and 309.3.5(MoRTH) including excavation and backfilling)
Total Amount Rs. 1389762050.80
SAY 13897621 00.00
Page 26
COMBINED ALL WARD MINOR ROAD AC 11 8
Grand Total Minor Roads Sr. No. Item Code No. Description Unit Rate All Ward
Qty Amount
1 CS - EW-1 Excavation for foundations, Cu.Mt. 220.00 1,02,323.00 225,11,060.00 substructures, basements, tanks, sumps, walls, chambers, manholes, trenches, poles, pits & general building works in all types of soils, vegetable earth, soft murum, running sand, shingle, turf clay, loam. peat, ash, shale, slag, chalk, garbage, muddy/ marshy/ slushy soil, marine clay, reclaimed land etc. for depths/lifts upto 1 .SM measured from the ground level, including dressing/ trimming the sides, leveling and ramming of bottoms, manual dewatering, removing rank vegetation, backfilling in layers not more than 200mm thickness, watering, consolidating, compacting to achieve not less then 97% Modified Proctor density conforming to relevant IS, stacking the selected material in measurable heaps for future use within owners space or disposing within an initial lead of 150m as directed, loading, unloading, leveling excluding shoring, strutting etc. complete as directed by Engineer- in-Charge.
1) The rate includes the - -handling/supporting the existing utilities such as cables, drains. pipes. water mains etc. 2) It also includes the royalty and other - -taxes applicable if any
- -2 CS - EW-2-a Extra over above item CS-EW-1 for lift Cu.Mt. 48.00 35,592.00 17,08,416.00
from 1.5m to 3.0m. - -
3 CS - EW-2-b Extra over above item CS-EW-1 for lift Cu.Mt. 71 .00 3,157.00 2,24,147.00 from 3.0m to 4.50m.
- -
fQf N/s. Shah & Parik~i - ~7
~....._._ .\.,. Parwrr
4
5
6
7
CS-EW-16 Excavation for foundation , Cu.Mt. substructures, basements, tanks, sumps, walls , chambers. manholes, trenches, poles. pits & general building works in sofU disintegrated rock, sand stone, stiff clay, gravel, cobblestone, hard laterite, water bound macadam, wet mix macadam, asphalt mix carpet of any type, pitching, soling, paths and hardcore, lime concrete, plain cement concrete, stone masonry and all types of brick! block masonry below ground level, rock boulders, etc. for depths/ lifts upto 1.5M measured from the ground level, including dressing/ trimming the sides, leveling of bottoms, manual dewatering, removing rank vegetation, backfilling in layers not more than 200mm thickness, watering, consolidating, compacting to achieve not less then 97% Modified Proctor density conforming to relevant IS, stacking in measurable heaps for future use within owners space or disposing within an initial lead of 150m as directed, loading, unloading, leveling excluding shoring. strutting etc. complete as directed by Engineer-inCharge.
1) The rate includes the handling/supporting the existing utilities such as cables, drains, pipes, water mains etc. 2) It also includes the royalty and other frJXP.S if rJ ny
296.00
RW-10-55 Excavation in Reinforced OR pavement Cu.Mt. 2,187.00 grade concrete M-20 & above by using
RW-1-13
RW-1-06
modern machinery (poclain with rock breaker, etc.) including with stacking of excavated material within 150 m radius etc compalete upto any depth as specified & as directed, by the Engineer.
Levelling, watering & rolling by vibratory Sq.Mt. roller weighing not less than 1 0 tonnes & preparing the ground to the required grade & camber etc. complete as specified as directed by the Engineer as per road specifications.
Levelling, watering and rolling to 95% Sq.Mt. Standard Proctor Density with a power roller weighing not less than 1 0 tonnes and preparing the ground to the required grade and camber for rolling in trenches as specified as directed by the Engineer
9.00
13.00
89,991.00 266,37,336.00
1,699.00 37,15,713.00
1,48,522.00 13,36,698.00
14,854.00 1,93,102.00
8 RW-2-20
9 RW-2-21
10 RW-3-11
Providing & laying, spreading & Cu.Mt. 2,768.00 43,986.00 1217,53,248.00 compacting graded crushed stone agreegate to wet mix macadam satisfaction including premixing the material with water to OMC in mechanical mix (pug mill) carriage of mix material by tipper to site laying in uniform layer of 75mm to1 OOmm(compacted thickness each)with sensor paver finisher on prepared subbase & compacting with vibratory roller (10 tonne) to achieve desired density including lighing, guarding barricating & maintenance of diversion etc. as directed by the Engineer, ( Rebate for not using sensor paver should be taken,(metal gradation from 53mm to 75mm micron as per MCGM Road Specifications clause no.240).
Providing & laying, spreading & Cum compacting specified crushed stone in granular subbase course including premixing the material in mechanical mixer (pug mill or approved type), spreading of mixed material in uniform layer of 100mm to 75mm (compacted thickness each) with motor grader or paver on prepared murum surface & compacting with 10 tonne vibratory roller to achieve desired density including all material, labour, machinery, lighing barricating to all lifts & lead maintenance of diversion etc. complete (metal gradation from 75mm to 75mm micron as per MCGM Road Specifications clause no.210).
Providing & fixing 80 mm thick interlocking unishape concrete pavers (monolithic- single layer precast concrete blocks) of gray cement coloured in the carriageway having average crushing strength 50N/sq.m.m. as per technical specification, placed on average compacted thickness of 25mm, uniformly graded river sand cushioning with proper compacting with mechanical compactor with the proper level, grade and camber etc. complete as specified and as directed by the Engineer.
Sq.Mt.
2,484.00 39,347.00 977,37,948.00
- -
951.00 24,668.00 234,59,268.00
- -
pg~ Ml~. Shah & P"arikh
~7 -._Pa~r
11 RW-3-13
12 RW-3-14
13 RW-3-17
Removing & refixing interlocking Sq.Mt concrete pavers of 80 mm thick, having of any size, shape and colour considering 10% breakage area of paver block while removing same from position and replaced same by new paver blocks having average crushing strength not less than 50 N/mm2 placed on uniformly graded river sand cushioning of average compacted thickness 25 mm properly compacted with mechanical compactor with required level, grade and camber etc. Complete as specified and as directed by the Engineer.
Removing & refixing interlocking Sq.Mt concrete pavers of 60 mm thick, having of any size, shape and colour considering 1 0% breakage area of pver block while removing same from position and replaced same by new paver blocks having average crushing strength not less than 40 N/mm2 placed on uniformly graded river sand cushioning of average compacted thickness 25 mm properly compacted with mechanical compactor with required level, grade and camber etc. complete as specified and as directed by the Engineer.
Providing & fixing in the footpath, 60 Sq.Mt. mm thick Lacquer coated (Reflective) interlocking gray cement concrete pavers in red ( Terra Cotta) Black, Brown, Lemon Yellow or any colour with vermeticular or any antiskid texture on top surface of approved pattern/ shape and colour having average crusting strength 40 N/mm2
manufactured in double layer precast concrete blocks. The top layer of paver block should be 12 to 15 mm thick and consist cubical shape stone aggregate 8 mm size sieve 100% passing and retain on 4.75 mm size sieve , silica sand and with pure iron oxide ultra voilete stabilized pigment @ 5% by weight of cement and should be coated with lacquer having hard, high abrasive resistance and water repellent. The bottom layer should be 45 to 48 mm thick having 12 mm size sieve 100% passing aggregate as per technical specification placed on uniformly graded river sand cushioning of average compacted thickness 25 mm properly compacted with mechanical compactor with required level, grade and camber etc. complete as specified and as
311.00 6,872.00 21,37,192 .00
- -
301 .00 1,964.00 5,91,164.00
938.00 19,849.00 186,18,362.00
_.1oM. Shah & Parikh fOI"''"' ' ~
-~-·--..tartft81
14
15
16
17
RW-3-18 Providing & fixing in the carriageway 80 Sq.Mt. 1,124.00 3,327.00 37,39,548.00
RW-3-22
mm thick gray cement concrete Lacquer coated ( Reflective) interlocking pavers in red ( Terra Cotta) Lemon Yellow, Bright Yellow or any colour with vermeticular or any antiskid texture on top surface of approved pattern/ shape and colour having average crusting strength 50N/mm2
manufactured in double layer precast concrete blocks the top layer of paver block should be 12 to 15 mm thick and consist cubical shape stone aggregate 8 mm sieve 1 00% passing and retained on 4.75 mm size sieve, silica sand and with pure iron oxide ultra voilete stabilized pigment @ 5% by weight of white cement and should be coated with lacquer having hard, high abresive resistance and water repellent. The bottom layer should be 65 to 68 mm thick having 12 mm sieve 100% passing aggregate as per technical specification placed on average compacted thickness of 25 mm uniformly graded river sand cushioning with proper capacity with mechanical compactor with proper level grade and camber etc. complete as specified and as directed by the Engineer.
Removing the paver blocks of any Sq.Mt. thickness.,size,& colour from carriage way OR footpath & transporting the same to ward depot OR any where in MCGM limit. The paver blocks shall be stacked neatly at specified location etc. complete as specified and as directed by the Engineer .
RW-10-60 Providing and fixing of the precast kerb Rmt . stone of height 325mm. , base width 165mm., top width 115mm.in M20grade
RW-4-02
RMC supplied through MCGM approved plant or concrete mixed with use of weigh batch mixers as detailed in drawing u/No.Dy.Ch.E./Rds/93 /E.S. of 17 I 8 I 2005 , excavation in any soil except rock, laying a leveling course of M 15 grade RMC 100mm. thick, to required slope (inclusive of form work) jointing in C.M.1 :2 proportion flush to concrete surface, painting exposed surface with one coat of primer and two coats of 1st grade road marking paint in the yellow/white/black or any shade as directed. (Kerbstones shall be procurred from MCGM registered agencies).
Removing & resetting kerb stones in 1 :2 Rmt . C.M. on new R.M.C.M-10 C.C. bed 15 em, thick including filling the joints with 1:2 C.M. pointing, curing etc. complete.
201.00
583.00
305.00
24,657.00 49,56,057.00
43,306.00 252,47,398.00
4,603.00 14,03,915.00
P<lf fA/§ ; .. l~!~~ 1
PartMr
18
19
20
21
RW- 7-17 Providing applying Yellow & Black road R.Mt. marking paint grade -1 in 3 coats including single coat of approved brand
RW-10-61
RW-4-07
RT-15-07
primer after cleaning of old surface of kerb stone with brushing by wire brush as per relevant l.S. codes to satisfaction of Engineer in charge etc compelte
Providing and fixing of the precast Rmt . tapered water table of thickness varying from 105 to 125 mm., 300mm. Width in M 20grade RMC (Supplied through MCGM approved plant) or concrete mixed with use of weigh batch mixers as detailed in drawing No.DyChE/Rdsf94/E.S. dated 17.8.2005 inclusive of excavation in any soil except rock, laying of leveling course of M 15 grade RMC 100mm. thick to required slope, (inclusive of form work) jointing in 1 :2 em. prop. flush to concrete surfaces as directed (Watertables shall be procurred from MCGM registered agencies).
Removing & resetting water tables 30 Rmt . em. wide on a new M-1 0 cement concrete bed 15 em .thick including filling in the joints with C.M.1 :2 and cement pointing curing including removing the old cement bed, curing
IP.tr.
Providing,casting Fixing (any where in R.Mt. city or suburban limit) precast type-2 (Single side Taper) dividers in C.C M-25 as per drg. No. EET&C/Genf013/03/Ty dt. 11. 12.03. (Revised on 15/06/06) including,fixixng the dividers on site in C.M. 1 :2 for cushioning and jointing,curing,painting the exposed surface with grade-! road marking paint (confirming to IS 164) in two coat of approved colour,including excavation in road portion and removing excavated material as per direction any where in city or suburban limit,cleaning the site etc. as directed by the Engineer.Rate is inclusive of all lift and leads,transportation required for the work.
53.00 4,603.00 2,43,959.00
498.00 51,993.00 258,92,514.00
343.00 4,678.00 16,04,554.00
665.00 855.00 5,68,575.00
22 RW-5-20
23 RW-5-23
24 RW-5-25
25 RW-5-46
Providing and applying PRIME COAT Sqm with CATIONIC BITUMEN EMULSION (SS) @ 7 to 12 Kg. of 1 OSqmt over prepared surface to receive bituminous mix by applying PRIMER with mechanical spray bitumen, including cleaning of road surface etc. completed, as directed.For Low Porosity surface & the primed surface shall be allowed to cure for at least 24 hours or any other higher period, as is found to be necessary to allow all the moisture or volatiles to evaporate before any subsequent bituminous surface treatment or mix is laid (As per New Road Specifications Clause No. 313, curing as per 313.5)
Providing and applying TACK COAT Sqm with CATIONIC BITUMEN EMULSION (RS) @ 0.2 to 0.25 Kg. of Sq.mt. over prepared surface to receive bituminous mix by applying TACK COAT with mechanical spray bitumen, including cleaning of road surface etc. completed, as directed .For NORMAL BITUMINOUS SURFACES & the tack coat shall be left to cure until all the volatiles have evaporated before any subsequent construction is started, which is indicated by change in colour from brown to black(As per New Road Specifications Clause No. 314 , curing as per 31 4.3.4)
Providing and applying TACK COAT Sqm with CATIONIC BITUMEN EMULSION (RS) @ 0.25 to 0.30 Kg. of Sq.mt over prepared surface to receive bituminous mix by applying TACK COAT with mechanical spray Sqm bitumen, including cleaning of road surface etc. completed, as directed .For GRANULAR SURFACES Treated with PRIMER (Clause No. 314)
69.00
26.00
28.00
P/L hot Premix Dense bituminous Cu.m 9,609.00 macadam with 4.50% bitumen content of grade 30-40 to the required line,level,and camber rolling with 10/12 M.T.power ,vibratory roller & sensor paver etc. complete as specified and as directed to required thickness. with antistriping agent at 1.00%by weight of bitumen using grading II of "MORTH"(As per new Road Specification clause n,.., ~"-'1\
1,43,308.00 98,88,252.00
1,43,308.00 37,26,008.00
1,43,308.00 40,12,624.00
1,251.00 120,20,859.00
... .. : ~ ,! ... .. .
" - -·· ·
26 RW-5-44 P/L hot Premix Dense bituminous Sqm 480.00 1,43,308.00 687,87,840.00 macadam with 4.50% bitumen content of grade30-40 to the required line,level,and camber rolling with 10/12 M.T.power ,vibratory roller & sensor paver etc.complete as specified and as directed to thickness of SO mm. with antistriping agent at 1.00%by weight of bitumen using grading II of "MORTH"(As per new Road Specification clause no.354)
with 6.00% of bitumen grade 30/40,surface coat by mix design as per MORTH to the conmpacted thickness of 40 mm ,using new material to the required line,level and camber rolling with power vibratory roller & sensor paver, etc.complete as specified and as directed with lime filler S.OO%by weight and antistriping agent @ 1% of bitumen by weight etc. complete .As per new Road Specification clause no.364)
- -
28 RW-6-03 Raising or lowering circular manholes to Each 949.00 1,323.00 12,55,527.00 the required level upto 20 cm.including all material, form work etc. with 16 em. thick cement concrete M-15 (1 :2:4) c.c. coping under frame and cover of manhole, including curing etc.complete as specified and as directed
- -29 RW-6-04 Raising or lowering water entrances, Each 680.00 835.00 5,67,800.00
hydrant key box/ sluice box/gully trap chambers to the required level, upto 20 em. including all materials, curing etc. complete as specified and as directed.
- -30 RW-6-05 Raising or lowering rectangular Each 1,993.00 1,137.00 22,66,041.00
manholes to the required level upto 30 em. including all materials, form work, brick work and with 16 em. thick M-15 C.C. coping under frame & cover of manhole including curring etc. complete, as specified and as directed.
- -
FOI M/s. Shah & Par\kh
~% .._Partfttir
31 HE-8-24 Removing and refixing of existing S.P. fire hydrants for replacing of mouth piece, duck foot bend, Sluice valve, as required as per specifications & drawing but including painting the hydrant, fixing the saddle piece, supplying and jointing the same with spun yarn, molten lead, including caulking etc. complete as directed & as specified by Engineer In Charge. (as per IS : 908) Note : 1) The new material required, will be paid separately on the basis of weight per kg of material. 2) The cost of constructing valve chamber will be paid separately. 3) Rebate for salvation cost of existing material replaced will be taken at the rate of Rs 25/Kg Basic rate for new material a) Cl Rs 55 /kg
32 HE-8-25 Removing of existing S.P. fire hydrants and replacing them with new SP fire hydrants with its complete assembly including supplying and jointing the same with spun yarn, molten lead, including caulking etc. complete as directed & as specified by Engineer In Charge. (as per IS : 908). Note : The salvage value for old fire hydrant has been considered on per Kg basis.
33 RW-7-01 Removing & refixing traffic regulatory boards/buss top boards/street name boards etc. in M-100 cement concrete, complete as directed.
34 RW-7-02 Removing traffic regulatory boards/buss top boards with brackets etc., to Ward Chowky complete, as directed.
35 RW-7-05 Cutting down existing stone/ brick masonary compound walls, abutments,piers,wing-walls etc. including stacking the rubble,khandkies etc. in stack, as directed (Actual volume of structure will be paid.)
Each 976.00
Each 10,047.00
Each 629.00
Each 178.00
Cu.Mt. 212.00
230.00 2,24,480.00
- -230.00 23,10,810.00
- -
152.00 95,608.00
- -
119.00 21,182.00
- -
1,901.00 4,03,012.00
- -
Fer Mfs. Shah & Parikh
/Y , partftet ~
36
37
38
RT-16-04 Providing and fabrication and fixing R.Mt. 11 ,327.00 Stainless Steel railing of 10 gauge of 304 grade stainless steel having minimum nickel content of 10o/o (laboratory testing certificate shall be provided for used material), 40mmX40mm square pope railing with 18mmX 18mm square intermediate support,65mmX65mm square main supports with Stainless Steel pedestal (base-l type) and Stainless Steel cap-(type-1) including cutting, welding, riveting, polishing as directed and fixing in cement concrete foundation as shown vide Sr.No.2F-A 1 in catalogue of Street Furniture (Vol. l) published by M.C.G.M including removal of surplus material/debris and restoring damaged portion. (footpath, etc. directed (with advertisement panel)
RT-16-14 Circular Steel Bollards Providing, Nos. fabricating and fixing circular Steel Bollards of 1 OOmm dia circular Steel
RT-16-07
Pipe (of type 3F-A-1) as per the design incorporated in the Catalogue of Street Furniture (Vol-11). Published by MCGM, made of 10 Guage, 304 quality material with minimum nickel content not less than 1 0% (laboratory testing certificate shall be provided for used material) with steel pedestal and steel cap as per designs (3F-A1 ), (3FA1.1),(3F-A1.2) and (3F-A1-3) suitable to match the design adopted for surrounding railing including cutting, welding, riveting, polishing. The foundation shall either be with base plate of 200 x 200 x 6mm thick, 16 mm dia J Bolts or embedding pipe in foundation by providing 20mm Dia x 6 nos holdfasts embedded in 1 :2:4 concrete as shown in drawing (3F-A 1.1 ). inclusive of making good the damage portion of footpath with matching pavers blocks, tiles removing debris etc. complete as per specifications and as directed by the Engineer
Arrow marking for route direction in Each white or traffic yellow as specified for speed limit uoto 50kmoh
7,459.00
933.00
1,582.00 179,19,314.00
932.00 69,51,788.00
1,244.00 11,60,652.00
For M/s. Shah & Parikh
~!;?
~ Partlle'r
39 RT-16-37
40 RT-16-38
Providing and applying hot applied Sq.Mt. thermoplastic road marking material with glass beads extremely high skid resistance 2.5mm thick with primer coat ( tack coat) on cement concrete road/paver blocks surface. All labour materials with special aggregates etc, as specified in B.S. part-1 & II 1989 and carrying out the marking on any road on center line and other lane marking continuous for intermittent 1 Ocm or 15cm width and also pedestrian crossings stripes as well as spraying further quality of glass beads of type II uniformly into a mono layer on to the hot paint line in quick succession of the paint spraying operation @ 250gms per sq.mt. area as directed and as per B.S./M.O.S.T. specification in White /Yellow colour.
Providing and applying hot applied Sq.Mt. thermoplastic road marking material with glass beads extremely high skid resistance 2.5mm thick without primer coat ( tack coat) on asphalt road surface. All labour materials with special aggregates etc, as specified in B.S. part-1 & II 1989 and carrying out the marking on any road on center line and other lane marking continuous for intermittent 1 Ocm or 15cm width and also pedestrian crossings stripes as well as spraying further quality of glass beads of type II uniformly into a mono layer on to the hot paint line in quick succession of the paint spraying operation @ 250gms per sq.mt. area as directed and as per B.S./M.O.S.T. specification in White
681 .00
622.00
1,626.00 11,07,306.00
11,019.00 68,53,818.00
For M/s . Shah & Parikh
~~ PartMt
~
41
42
RT-16-08 Street Name Board without sign board: Nos. 19,945.00 Providing, fabricating and erecting on site Street Name Board (of type 2S-A-1) as per the design incorporated in the catalogue of street Furniture (Volume-11) Published by M.C.G.M. Vertical pole shall be M.S. Square pipe of size 75mm x 75mm x 3.5mm thk. Signage plaque (box) shall be of size 900mm x 600mm made of M.S.angle frame of size SOmm x SOmm x 6mm thick covered with 3mm thk aluminum sheet I F.R.P. Sheet on both sides. The signage plaque assembly shall be fixed to the vertical pole with 40mm x 1 Omm thk size MS support plate. The traffic signboard of size 600mm dia shall be supported on M.S. support pipe of size SOmm xSOmm x 3mm. Traffic sign board shall be made of 25mm x 25mm x 3mm thick M.S. Sq. pipes covered with 3mm thk. Aluminum sheet I F.R.P. sheet on both sides as shown in the figure. The top open end of the vertical pole shall be closed with M.S. plate of size 75mm x 75mm x 3.5mm thick. Both the boxes shall be pasted with HIGH INTENSITY GRADE retro reflective base sheets on both sides conforming to I.R.C. 67 CODE. Letters or signages to be pasted on these boxes shall also be of HIGH
RT-16-15 Junction Name Board : Providing, fixing Each 27,718.00 and erecting on site Junction Name Board I Chowk (of type 2S-D), as per the design incorporated in the catalogue of street Furniture published by M.C.G.M., Vertical pole shall be M.S. Square pipe of size 1 OOmm x 1 OOmm x 3.5mm thick. Signage plaque (box) shall be of size 900mm x 900mm made of M.S.L angle frame of size 75mm x 75mm x 6mm thick covered with 3mm thick aluminum sheet I F.R.P. Sheet on both sides, the box assembly; shall be fixed to the vertical pole with 40mm x 1 Omm thick size MS support plate. The top open end of the vertical pole shall be closed with MS Plate of size 1 OOmm x 100mm x 3.5mm thick. The box shall be pasted with HIGH INTENSITY GRADE retroreflective base sheets on both sides conforming to I.R.C. 67 CODE. Letters or signages to be pasted on this box shall also be of HIGH INTENSITY GRADE (up to 50%of basic area) conforming to I.R.C. 67 CODE. The reflective of sheet shall have guarantee of 7 years. The refection count shall not be less than 90% of its original reflection after 7 years. The foundation shall either be with base plate of 200 x 200 x 6mm thick 16 mm dia J Bolts or embedding
234.00 46,67,130.00
323.00 89,52,914.00
43
44
45
46
RT-16-25 Mandatory & Cautionary Board - Each 8,820.00 Providing, Fabricating, Erecting on site Mandatory & Cautionary Boards (of type 1S-A-1).As per the design incorporated in Street Furniture catalogue volume-11 published by M.C.G.M.,Vertical poles shall be M.S. Square pipe of size 50mm x 50mm x 3.5rnrn thick. Signage plaque (box) shall be of size 600mm dia. The box shall be made of MS Square pipe of size 25mm x 25mm x3mm thick covered with 3 mm thick aluminum sheet I F.R.P. Sheet on both sides, The box assembly; shall be fixed to the vertical pole. The box shall be pasted with HIGH INTENSITY GRADE retro reflective base sheets on both sides conforming to I.R.C. 67 CODE. Letters or signages to be pasted on this box shall also be of HIGH INTENSITY GRADE (up to 50% of basic area) conforming to I.R.C. 67 CODE . . The reflectivity of sheet shall have guarantee of 7 years.refection count shall not be less than 90% of its original reflection after 7 years. The foundation shall either be with base shall either be with base plate of M.S. of size 200 x 200 x 6mm thick, 16 dia J Bolts or embedding the pole in foundation with 12mm dia x 6 nos. hold
RW- 10-37 Providing and fixing of the precast R.Mt. 475.00
SWD-45
SWD-35
TREE GUARD KERB of M-20 C.C. of height 230mm., width 1 OOmm., Length 400mm.,finished neatly, compacting ,curing, formwork etc. including bedding of M-1 0 C.C.procured from M.C.G.M.approved R.M.C. plant.10cm.thick, filling of jointing in C.M. 1 :2 and panting the exposed surface with 3 coats of road marking paint, Grade I of approved colours and quality including single coat of approved brand primer including excavation in C.C. ,asphalt etc. as specified and as directed.
Supply Blue trap stone of approved Sq.Mt. quality and providing the same in rubble packing 25 em thk to required level & grade, camber including Filling in interstices with 60mm metal & small stone chips etc. and thoroughly rammed consolidated etc as specified & directed
Cutting down existing cement I lime Cu.Mt. concrete works by any means in pavement, bedding below foundation, coping, walls arches, stone/ brick pavement coping etc. of any thickness of any height I depth above or below ground level etc.complete as specified &
48 SWD-57 Providing 12 mm thickCement Plaster in Sq.Mt. 167.00 7,115.00 11,88,205.00 1:2 Cement mortar including neat cement rendering with approved water proofing compound (with a proportion as specified by the manufacturer per bag of cement) as specified & directed.
- -49 SWD-58 Providing 20 mm thickCement Plaster in Sq.Mt. 240.00 7,125.00 17,10,000.00
Cement mortar 1:2 including neat cement rendering (without water proofing compound) as specified & directed.
- -
50 SWD-87 Providing and constructing stormwater Nos. 21,011 .00 728.00 152,96,008.00 drain brick masonry conical manhole as per standard drawings (Dwg No. MCGM/SWD/2013-01 ), with 1.20 m internal dia at bottom , 0.56 m internal dia at top as per IS 4111 : Part 1:1986 Cl.4.9 for a depth 1.50 m built in brick masonry in cement mortar 1 :2, 20 mm thick plastering both internal and external faces of walls in cement mortar 1:1 (without waterproofing compound) and neat cement rendering so as to give a smooth surface, including 300 mm thick M-15 grade cement concrete in foundation and in haunchesand channels finished smooth with 20 mm thick cement plaster in cement mortar 1 :1 and providing & installing approved Co-polymer polypropylene steel reinforced manhole safety step (weighingbetween 0.8 to 0.9 Kg) at 375 mm clc, including 75 mm wide vata all round the external portion of the manhole and the foundation concrete in cement mortar 1:1 ,andsupporting the incoming and outgoing pipeswith brick masonry wherever necessary, including 300 mm high cap in M-30 grade concrete finishing with cement plaster on both sides in CM 1 :1, with necessary centering . shuttering etc. all
- -51 SWD-88 Extra over item no SWD-87 per meter M.D. 11,691.00 578.00 67,57,398.00
depth above 1.50m and upto2.30m, etc complete as specified and as directed by Engineer-in-Charge.
- -
52 SWD-89
53 SWD-90
54 SWD-92
55 SWD-93
Providing and constructing stormwater Nos. 32,691 .00 drain brick masonry conical manhole as per standard drawings (Dwg No_ MCGM/SWD/2013-02), with 1.50 m internal dia at bottom , 0.56 m internal dia at top as per IS 4111 : Part 1:1986 Cl.4.9 for a depth 2.30 m built in brick masonry in cement mortar 1:2, 20 mm thick plastering both external and internal faces of walls in cement mortar 1:1 (without waterproofing compound) and neat cement rendering so as to give a smooth surface, including 300 mm thick M-15 grade cement concrete in foundation and in haunches and channels finished smooth with 20 mm thick cement plaster in cement mortar 1:1 and providing & installing approved Co-polymer polypropylene steel reinforced manhole safety step (weighing between 0.8 to 0.9 Kg) at 375 mm de, including 75 mm wide vata all round the external portion of the manhole and the foundation concrete in cement mortar 1 :1 and supporting the incoming and outgoing pipes with brick masonry wherever necessary, including 300 mmhigh cap in M-30 grade concrete finishing with cement plaster on both sides in CM 1:1, with necessary centering , shuttering etc. all
Extra over item no SWD-89 per meter M.D. 20,910.00 depth above 2.30m and upto 5.0m including safety chain and extra Co-polymer polypropylene steel reinforced steps on either side of benching, etc complete as specified &as directed by I Enaineer-in-Charoe
Providing and constructing stonmwater drain brick masonry conical manhole as per standard drawings (Dwg No. MCGM/SWD/2013-02), with 1.80 m internal dia at bottom , 0.56 m internal dia at top as per IS 4111: Part 1:1986 Cl.4.9 for a depth 2.90 m
Each 57,812.00
Extra over item no SWD-92 per meter MD 22,698.00 depth above 2.90 m and upto 5.0m including safety chain and extra Copolymer polypropylene steel reinforced steps on either side of benching, etc complete as specified &as directed by Engineer-in-Charge.
165.00 53,94,015.00
284.00 59,38,440.00
59.00 34,10,908.00
40.50 9,19,269.00
P41' IMs·. ~hah%.'
..._Pa"'""
56 SWD-97
57 SWD-98
58 SWD-117
Providing and constructing stormwater Nos. 24,383.00 drain brick masonry trapezoidal manhole , with internal sizes 1.50 m x 1.20m at bottom and 0.90m x 0.60m at top for a depth 1.20 m built in brick masonry in cement mortar 1 :2, 20 mm thick plastering both internal and external faces of walls in cement mortar 1:1 (without waterproofing compound) and neat cement rendering so as to give a smooth surface, including 300 mm thick M-15 grade cement concrete in foundation and in haunches and channels finished smooth with 20 mm thick cement plaster in cement mortar 1:1 and providing &installing approved Co-polymer polypropylene steel reinforced manhole safety step (weighing between 0.8 to 0.9 Kg) at 375 mm de, including 75 mm wide vata all round the external portion of the manhole and the foundation concrete in cement mortar 1:1 and supporting the incoming and outgoing pipes with brick masonry wherever necessary, including including 300 mm high cap in M-30 grade concrete finishing with cement plaster on both sides in CM 1:1 , with necessary centering , shuttering etc. all complete as per Standard Specification no SP-
Extra over no.SWD-97 per meter depth M.D. 13,168.00 for above manhole above 1.20m upto 2.30m depth.
Providing and Constructing brick Each 24,137.00 masonary inspection chamber rectangular 0.9M x 0.45M and0.6M deep on sewer with 230mm brick walls in cement mortar 1 :3 plastered both inside & outside with 20 mm thick cement mortar 1 :2 and neat cement rendering so as to give a smooth surface including 230mm cement concrete bedding (M 15) and cement concrete (M 15) in haunches and channels finished smooth with 20 mm thick cement mortar( 1 :1) and fixing C.l. heavy duty airtight rectangular frame & cover of size 0.9M x 0.45M weighing minimum 225Kg. resting on 300 mm high c.c. cap M 20 with (1:1) cement plaster on both the sides & necessary C.l. steps ( weighing 5.4 kg each)staggered at 300mm de. including 75 mm wide vata all round the external portion of the chamber and the foundation concrete in C.M. 1:1 etc. complete as per plan in and as per drawing (Dwg No. MCGM/SWD/201 3-06), etc complete as specified & as directed by Engineer-in-Charge. (without excavation ) .
9.00 2,19,447.00
8.00 1,05,344.00
237.00 57,20,469.00
59 SWD 118 Extra over item no SWD-117 per meter MD 6,913.00 453 .00 31,31,589.00 depth above 0.60 m and upto 2.5m , etc all complete as specified & as directed by Enqineer-in-Charqe.
- -
60 SWD 119 Providing and Constructing brick Each 28,713.00 237.00 68,04,981.00 masonary inspection chamber rectangular 0.9M x 0.60M and 0.6M deep on sewer with 230mm brick walls in cement mortar 1 :3 plastered both inside & outside with 20 mm thick cement mortar 1 :2 and neat cement rendering so as to give a smooth surface including 230mm cement concrete bedding (M 15) and cement concrete (M 15) in haunches and channels finished smooth with 20 mm thick cement mortar( 1:1) and fixing C.l. heavy duty airtight rectangular frame & cover of size 0.9M x 0.45M weighing minimum 270Kg. resting on 300 mm high c. c. cap M 20 with (1 :1) cement plaster SWD-119 on both the sides & necessary C.l. steps (weighing 5.4 kg each)staggered at 300mm de. including 75 mm wide vata all round the external portion of the chamber and the foundation concrete in C.M. 1:1 etc. complete as per plan in and as per drawing (Dwg No. MCGM/SWD/2013-03), etc complete as specified & as directed by Engineer-in-Charge. (without excavation ) .
- -61 SWD 120 Extra over item no SWD-119 per meter M.D. 7,906.00 233.30 18,44,469.80
depth above 0.60 m and upto 2.5m , etc all complete as specified & as directed bv Enoineer-in-Charoe.
- -
62 SWD-152 Removing C. l. Frame and cover ( any Each 332.00 470.00 1,56,040.00 size ) and transporting to ward office as directed.
- -63 SWD-130 Demolishing existing single or double Each 563.00 746.00 4,19,998.00
water entrances, including cutting down of old brick masonry and concrete,removing of all serviceable material such as grating, runner beams, purdis etc.and handing over the same to nearest Municipal depot etc. complete as directed by Engineer-in-Charge ..
- -
64 SWD-142 Constructing single water entrance of Each 7,399.00 3,003.00 222,19,197.00 internal size 0.50m x 0.60m with cast-in-situ coping in M-20 grade, fixing of grating in M -20 as per standard drawings (Dwg No. MCGM/SWD/2013- . Shah & Pat ik\1 14), etc complete as specified and as fQf !AlE directed by Engineer-in- ~. t-Charge.(excluding excavation, providing ~ and fixing of gratings and frame) tne f
- -
65 SWD-1828 Supplying and fixing 0.56m internal dia Each 14,561.00 0 .1. air-tight hinged type cover and frame (weighing minimum 95 kg.) of material grade SG-500/7 as per IS 1865 1991with grade designation of 0400 as per EN-124, specification no SP-SW0-3 , including testing and inspection as per guidelines of IS specifications, including fixing with M-30 concrete and locking arrangement etc. complete as specified and as directed by
66 SWD-1848 Supplying and fixing 0.90m x 0.45m Each 24,329.00 internal size rectangular 0.1. airtight hinged type cover and frame (weighing minimum 160 kg.) of material grade SG 500/7 as per IS 1865-1991with grade designation of 0400 as per EN-124, specification no SP-SWD-3 , including testing and inspection as per guidelines of IS specifications,including fixing with M-30 concrete and locking arrangement etc. complete as specified and as directed by Engineer-in-Charge
67 SWD-185A Supplying and fixing 0.90m x 0.60m Each 22,882.00 internal size rectangular 0 .1. airtight hinged type cover and frame (weighing minimum 150 kg.) of material grade SG 50017 as per IS 1865-1991with grade designation ofC250 as per EN-124, specification no XX, including testing and inspection as per guidelines of IS specifications, including fixing with M-30 concrete and locking arrangement etc. complete as specified andas directed by Engineer-in-Charge.
68 SWD-175-A Providing & Fixing 0.60m X 0.50m clear Each 11,514.00 internal size of 01 hinged type grating
69 RW-8-01
and frame (weighing minmum 80 kg) with grade designation of C250 with black bitumen coating to 01 gratings & frame confirming to EN124 incuding testing ,inspection of material sample and finished product as per IS standards and as per Standard Specification no SP SWD- 3 and as per drawing (Owg No. MCGM/SWD/2013-10}, etc complete as specified & as directed by Engineer in-Charge.
P/L 150mm dia. R.C.C. hume pipes, R.Mt. NP2 class, jointing, filletting in 1:1 C.M., including plugging of both the ends with gunny bags, brick masonary in C.M. 1 :4 with plaster in C.M. 1 :4 & curing etc. complete, as specified as directed.
535.00
1,334.00
237.00
706.00
3,544.00
2,546.00
194,24,374.00
57,65,973.00
161,54,692.00
408,05,616.00
13,62,110.00
- --~~' ..... ,... ...
70 RW-8-02 P/L 250mm dia. R.C.C. hume pipes, R.Mt. 758.00 2,674.00 20,26,892.00 NP2 class, jointing, filletting in 1:1 C.M., including plugging of both the ends with gunny bags, brick masonary in C.M. 1 :4 with plaster in C.M. 1:4 & curing etc. complete, as specified as directed
- -
71 RW-8-03 P/L 300mm dia. RC.C. hume pipes, R.Mt. 946.00 24,074.00 227,74,004.00 NP2 class, jointing, filletting in 1 :1 C.M., including plugging of both the ends with gunny bags, brick masonary in C.M. 1 :4 with plaster in C.M. 1 :4 & curing etc. complete, as specified as directed
- -72 RW-8-04 ll"'roVIOing C:X fiXIng In posmon 1v1-Lu Nos 251 1,480.00 3, 71,480.00
cement concrete precast slab, 50cm x 50cm.& Bern. Thick with the word "DUCT'inscribed over it including making good,the damaged surrounding surface etc. complete.
- -
73 SE-5-8-a Providing and laying RC.C. Pipes R.Mt. 1,156.00 325.00 3,75, 700.00 (NP3 Class) with rubber rings jointing etc. complete as specified and directed 300. dia PIPE
- -
74 SWD-76-A Providing and laying 450mm dia NP3 RM!. 2,184.00 75.00 1,63,800.00 Class RC.C. hume (spigot & socket ended) pipes with rubber ring roll on joints conforming to IS 458:2003 and laid on approved bedding as per IS 783:1985 (reaff. 2010) including jointing the pipes and filleting with stiff mix of cementmortar 1 :2, including testing of pipes (in presence of municipal staff) as per IS 3597 etc. complete as specified & as directed by Engineer-in-Charge. (Excluding necessary earthwork & bedding)
- -75 SWD-78-A Description same as item no. SWD-76- RMt. 3,095.00 8,783.00 271,83,385.00
A, for Pipe Dia 600 mm (NP3 class)
- -
76 SWD-79-A Description same as item no. SWD-76- R.Mt. 4,009.00 165.00 6,61,485.00 A , for Pipe Dia 700 mm (NP3 class)
- -
77 SWD-80-A Description same as item no. SWD-76- RMt. 4,986.00 285.00 14,21,010.00 A, for Pipe Dia800 mm (NP3 class)
- -78 SWD-81-A Description same as item no. SWD-76- R.Mt. 6,185.00 1,000.00 61,85,000.00
A, for Pipe Dia 900 mm (NP3 class)
- -
79 SWD-82-A Description same as item no. SWD-76- RMt. 6,807.00 75.00 5,10,525.00 A, for Pipe Dia 1000 mm (NP3 class)
- -
80 SWD-83-A Description same as item no. SWD-76- R.Mt. 8,628.00 665.00 57,37,620.00 A , for Pipe Dia 1200 mm (NP3 class)
~:,...r Ul~ Shah 8 ... P-ar ' ·~ !~
~ ""--
Partn0-r
81 SWD-86-A Description same as item no. SWD-76- R.Mt. 16,828.00 215.00 36,18,020.00 A, for Pipe Dia 1800 mm (NP3 class)
- -
82 CS-DD-59 Removing and Refixing G. l.pipes of any R.Mt. 154.00 5,950.00 9,16,300.00 size with all fi ttings if necessary complete including cleaning and loaintina.
89 CS-CW-58 Providing and spreading broken glass Sq.Mt. 16.00 14,059.00 2,24,944.00 pieces under the compound pavement as directed at the rate of 1.2 cubic meters of broken glass pieces for 100 sa.mts.of area
- -
90 RW-10-27 P/L R.M.C. M-10 C.C. having avg. Cu.Mt. 5,404.00 10,593.00 572,44,572.00 compressive strength 13.5 Mpa grade in foundation/encasement/pavement with or without chequered design including formwork,
.. in batching m1x1ng
plant, placing vibrating with plate or needle curing etc. complete as directed by the Engineer. C/s. has to make his own arrangement for water for curing withHessian cloth etc. & will not be paid separately.(MINIMUM CEMNT CONTENT 220 Kg/m3
. )
- -
91 RW-10-28 Supply & filling sand, metal GRAVELLY Cu.Mt. 2,069.00 61,744.00 1277,48,336.00 SAND Corresponded to CLASS II/ CLASS Ill GRADING of TABLE 100.1of new road specifications-2006 in trenches up to required depth & watering, ramming etc. complete as
- -
92 RW-10-26 P/L ready mix cement concrete M-15cc Cu.Mt. 5,682.00 25,018.00 1421,52,276.00 having avg compressive strength 18.5 Mpa for foundation/encasement/ pavement/ cradle including fonm of mixing in batching plant,compacting by internal & surface vibrator,curing,finishing etc. complete as specified & as directed by the Engineer. Contractor has to make his own
s,~tah & 1': r\ arrangement for water forcuring etc.&
Wr'A will not be paid separately for ;~ . :-&•u -14-. -it.(MINIMUM CEMNT CONTENT 240
~ Kg/m3. ) . .
~ ... __ .. -
~r '" rttltt'.
·-
93
94
95
96
RW-10-30
SE-5-9-a
Providing & fixing pre-cast Beam in M Nos. 40 CC of size 23 em x 23 em x 35 em in length set in 15 em M15 C.C. fill ing of joints in 1:2, including escavation, form work, mixing compacting , curing etc. complete as specified and as directed .
Providing, Laying and Jointing HOPE Mts. pipes of PE-80 grade and PN-6 class with butt joints etc. complete as specified and directed.
CS-PS-169-a-2 Constructing brick masonry inspection Each chamber in cement mortar 1 :4 ( 1cement : 4 coarse sand ) with R.C.C. top slab with 1 :2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1 :3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80 em and 45 em deep including C.l. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :With Sewer bricks conforming to IS : 4885
CS-PS-169-c-2 Constructing brick masonry inspection chamber in cement mortar 1 :4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1 :2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1 :3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :
Inside size 120x90 em and 90 em deep including C.l. cover with frame(heavy duty) 560 mm internal diameter, total weight of cover and frame to benot less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) :
371.00
752.00
6902.00
With Sewer bricks conforming to IS 4885
Each 20149.00
8,901.00 33,02,271.00
2,848.00 21,41,696.00
1,046.00 72,19,492.00
740.00 149,10,260.00
...__. - . .
97 SE-5-1-a Providing & laying stoneware pipes of Rmt. 459.00 4,800.00 22,03,200.00 SP2 class including jointing with CM(1:1), filleting etc. complete as specified & directed. -150mm dia
SP2 class including jointing with CM(1:1), filleting etc. complete as specified & directed. -230mm dia
- -99 RT-16-39 Supplying I Fixing of Retro reflective Each 355.00 4,906.00 17,41,630.00
road studs confirming to ASTM D_ 4280 designated 'H' Two way Reflective markers in any colour inclusive of fixing on any road surface with the use of adhesive as per specifications etc. comlete anywhere in Greater Mumbai as directed by the Engineer
- -100 RT-16-40 Supplying I Fixing of Retro reflective Each 338.00 19,270.00 65,13,260.00
road studs confirming to ASTM D_ 4280 designated 'H'
' One way Reflective
markers in any colour inclusive of fixing on any road surface with the use of adhesive as per specifications etc. comlete anywhere in Greater Mumbai a sdirected by the Engineer
- -
101 SWD-4 Desilting the nalla upto 3.0 m depth by Cu.Mt. 137.00 1,186.00 1,62,482.00 mechanical means as directed and specified and spreading around/stacking the desilted material for transportation purpose within a distance of 30 m including spreading of disinfectant, etc. complete as directed by Engineer-in-C:h ::~ roP.
- -
102 RW-10-29 P/L R.M.C.M-20C.C.having avg. Cu.M 5815.00 1,863.00 108,33,345.00 compressive strength 29 Mpa procured from M.C.G.M. approved R.M.C. plant including use of approved makes plasticizer/retarder & Ira nsported by transit mixer & placing at worksite, compacting, finishing curing etc. by contractor's water & tarring the sides o from work with hot bitumen as specified & directed by the Engineer.(MINIMUM CEMENT CONTENT 300 kg/m3
)
- -
103 CS-CW-35-b Providing and fixing in position steel MT 67988.00 149.75 101,81,203.00 bars reinforcement of various diameters for R.C.C. pile, pile caps, footings, raft, retaining wall,shear wall, lift wall,foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, coping, fins, arches, etc. as per detailed designs,drawings and bar bending schedules, including straightening,
f8/ ~is .. §Nit& ' cutting, bending, hooking the bars, binding with wires or tack welding, /~ supporting as required etc. all complete at all levels. HYSD steel bars - Fe 415 I~J
~
- -
104 CS-CW-30-a centering and shuttering of steel plates Sq.Mt. 223.00 2,449.00 5,46,127.00 with M.S. Angles including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, rafts, pilecap
106 RW-11-02 Narrow Filter Sub- Surface Drain Rmt 683.00 12,269.00 83,79,727.00 (Construction of a narrow filter sub-surface drain consisting of porous or perforated pipe laid in narrow trench surrounded by a geotextile fil ter fabric, with a minimum of 450 mm overlap of fabric and installed as per clause 702.3 and 309.3.5(MoRTH) including
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