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PETROLEUM EXPLORATION (PVT) LTD. 15, Nazimuddin Road, Sector F-10/4, P.O. Box 1440, Islamabad, Pakistan
Tel: 92-51-2299031-36 (6 Lines), Fax: 92-51-2299028E-Mail: [email protected]. Web: www.pepl.com.pk
PEL/M&P/1701/13
INVITATION TO BID
TENDER ENQUIRY NO. PEL/BADIN-S/036/13 & PEL/BADAR-2/035/13,DATED 20-09-2013 , FOR CIVIL WORKS.
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1) INTRODUCTION
Petroleum Exploration (Pvt.) Limited (PEL), a Pakistani Exploration and Production Company in private sector (hereinafter referred to as “the Company”), invites Sealed Bids from well-reputed Civil Construction Companies for the Civil Works described in the Schedule of Requirement (Bill of Quantities) as Annexure “B” enclosed. PEL requests that the following instructions are to be strictly adhered in submission of the Bid documents:
2) INSTRUCTIONS TO BIDDERS:
2.1 Only the Bids of bonafide recipients of the Tender Document will be entertained. Upon receipt of this invitation to tender, please confirm the receipt thereof immediately by fax, e-mail or courier to PEL at the following addresses:
Attn: Khawaja Manzur HussainGeneral Manager (Materials & Procurement)15, Nazimuddin Road, Sector F-10/4, P.O. Box 1440, Islamabad, PakistanTel: 92-51-2291671, 2299031-36 (6 Lines), Fax: 92-51-2299028E-Mail: [email protected](With copy to the following e-mail)
In the event a potential bidder decides not to quote, please send us your decline via facsimile or e-mail.
2.2 PEL reserves the right to amend or revise the tender documents prior to the date set for the closing of the tender. All bidders will be informed of any such change through an Addendum to the tender.
2.3 Your quotation must reach on or before 1600 Hrs on October 07, 2013 in Sealed Envelopes which will bear words “Confidential” and Tender Enquiry No. PEL/BADIN-S/036/13 & PEL/BADAR-2/035/13.
2.4 PEL reserves the right to increase or decrease the quantities/scope of work or reject any or all bids and may not necessarily accept the lowest bidder without assigning any reasons what so ever.
2.5 For ease of comparison, prices are to be quoted item-wise, as described in the Schedule of Requirement (Bill of Quantities), (Annexure “B” & Annexure “C”).
2.6 PEL shall be free from any obligation of opening bids in the presence of bidders. PEL shall not be responsible for any costs / expenses incurred by the bidders in connection with the preparation / delivery of bid.
2.7 Bidder shall maintain high safety standards and comply with PEL’s HSE procedures.
2.8 PEL does not encourage advance payment. However, Mobilization/Fixed charges can be invoiced by the Contractor immediately on completion of mobilization of crew and equipments at the job site. The balance final amount of the bill will be paid
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within 45-60 days of receipt of duly verified invoice by PEL’s after completion of work and final acceptance of the work performed by the Contractor.
2.9 Closing date of the Tender is October 07, 2013.
2.10 All quotations without exception shall firm and irrevocable for PEL acceptance for a minimum period of 90 days from the tender closing date.
2.11 CVs of all personnel up to the supervisor level to be deployed at site and indicated in the firm’s organ gram shall be supplied with the bid documents.
2.12 Contractor is to provide its profile, project schedule at the time of bidding.
2.13 Details of similar projects completed in the past five years shall be provided.
2.14 Complete list of current projects being executed by the bidder, with project cost, shall be provided with the bid.
2.15 Detailed list of manpower to be deployed for the project shall be provided.
2.16 The company (PEL) reserves the right to appoint one or more contractors dividing the job suitably for early completion if required.
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ANNEXURE “A”
3. TERMS & CONDITIONS
The Bidders are expected to examine all instructions, forms, terms & conditions and specifications attached/included in these tender documents. Failure to furnish all information required by the tender documents or submission of a Bid not substantially responsive to the tender documents will be at the Bidder’s risk and may result in the rejection of their Bid.
1. BID PRICES:
Prices must be quoted on lump sum basis inclusive of all taxes and duties, indicating unit price and total Bid prices at the end.
2. ISSUANCE OF INTENT AND SERVICE CONTRACT
The Company shall inform the successful Bidder of its intent. The arrangements between PEL and the successful bidder shall be governed solely by a subsequent written Service Order or a Contract.
3. PAYMENT:
Payment will be made within 45-60 days after submission of Invoice/ Bill duly verified and supported by the authorized PEL representative.
Payment to the Contractor will be subjected to the deduction of withholding tax, as per prevailing Income Tax Laws of Pakistan (where applicable), Bidders claiming exemption must submit copy of Valid Tax Exemption Certificate.
4. COMPLETION PERIOD:
As mentioned in the Schedule of Requirement. However, the Bidder may quote the best possible completion period convenient to him. Earlier completion, if quoted, will be preferred.
1. TAXES AND DUTIES
A Contractor (foreign or a local) shall be entirely responsible for payment of all taxes, duties, levies, license fees, etc. incurred until completion of the contracted Services to the Company.
5. INSPECTION AND TEST
Please note that all civil construction materials are to be of very good quality and from reliable sources. PEL reserves the rights to inspect all materials, equipments tools and implements at Contractor’s works to ensure that the Contractor has the required capability, skill and workmanship to carry out the assigned Services.
6. HEALTH, SAFETY & ENVIRONMENT
Contractor(s) shall at all times comply with and shall cause its employees to abide by, all safety, security, health and environment rules and regulations in force at the site of the work or
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otherwise prescribed by the laws of Pakistan. PEL shall not be responsible for any injury, death or any other accident suffered by the Contractor(s) during operation/execution of the Civil Works.
7. APPLICABLE LAW
The Contract shall be interpreted in accordance with the laws of the Pakistan.
4. SCOPE OF WORK-CIVIL WORKS-GENERAL
The Civil Scope of work includes, but is not limited to, furnishing of all equipments/Tools, skilled / unskilled labour, supervision & supply of all construction material /consumables which are required to perform all the operations in connection with the completion of the construction of well location in accordance with the attached Bill of Quantities , Annexure “B”
5. SPECIAL TERMS & CONDITIONS
Bidder is responsible to analyze and use appropriate equipment required to complete the work in time and meeting the specifications and standards.
The quantities given in the BOQ are estimated, payment will be made on the basis of actual physical quantities measured at the site.
PEL reserves the right to change/modify Location design drawing and quantities before or during construction phase to meet requirement of rig finally selected to drill PEL well location.
The financial proposal shall be in the form of BOQ, Annexure “B”.
6. EQUIPMENT
All equipments shall be inspected and approved by PEL’s representative before mobilization to site.
Please provide a complete list of equipment to be deployed for the project. Contractor’s equipment and materials stored at the plant site must meet plant
safety regulation and all kind of preventive measures shall be taken against fire, theft, and all other workplace hazards.
PEL reserves the right to inspect and verify the Contractor’s work being done at any stage and may stop the work if not according to specifications, standard & grades.
7. TIMELY COMPLETION OF THE PROJECT
If the Contractor feels delay in progress of the work, he shall work overtime and use all such additional equipment and/or personnel as may be necessary in timely completion of the work within the dates specified in the Contract at no additional cost to the Company (PEL).
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8. PENALITY CLAUSE
In case the work has been delayed except Force Majeure a penalty equivalent to 5% per week of the total value of the Contract will be imposed on the Contract and will be deducted from the final invoice(s).
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ANNEUXURE”B”
APPROXIMATE BOQ’S FOR AYESHA-1 WELL CIVIL WORKS
Item.No DESCRIPTION Unit
BOQ Unit rate Total(PKR)
1 Earth Work CFt 418,890.0 35 1,46,61150
Supply & filling of earth at location area and camp site from contractor's arranged borrow area including watering and compaction in layers not exceeding 6-inch upto a total of 3-layers to the required grade and elevations. Earthfill compaction will be upto 95% of AASHTO maximum dry density. The thickness ofearth fill should be 1.5-ft.All vegetation and all such unsuitable material such as contaminated oil, Organic material, rubble, hedges, trees, stumps, roots, guardrails, concrete sleepers, foundations, lamp posts, abandoned electrical cables and pipes, existing vegetation, minor steel, concrete, disused paving, debris, loosewindblown material and other foreign material, etc shall be transported and disposed to an approved company designated area.
2 Rig Pad Foundation 2.1 Reinforced Cement Concrete 1:2:4 CFt 4,557 500 22,78,500 Providing & laying of cement concrete of ratio 1:2:4
including reinforcement steel (Grade 60) including formwork, curing of concrete & transportation of material & equipments to complete the works in all respects. The size of rig pad is (46.26×38.04×2.5-feet). 2.2 Plain Cement Concrete 1:4:8 CFt 910 380 3,45,800 Providing & laying of plain cement concrete 1:4:8 of
6-inch thickness. (46.26x38.04x0.5) 2.3 Gravel CFt 910 210 1,91,100 Providing & laying gravel of 6-inch thickness.
3 Cellar Work 3.1 Reinforced Cement Concrete 1:2:4 CFt 584 630 3,67,920 Construction of Cellar with RCC concrete 1:2:4
including reinforcement steel (Grade 60) including formwork, curing of concrete & transportation of material & equipments to complete the works in all respects. The size of cellar is 12x'12'x1=144
Lomg wall (2)x12'x1x10x=240
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Short wall (2) x10'x1'0x1'=200 Thickness of cellar walls is 1-ft. 3.2 Plain Cement Concrete 1:4:8 CFt 95.000 300 28,500 Providing & laying of plain cement concrete 1:4:8 of 6-inch thickness. 3.3 Gravel CFt 98.00 210 20,580 Providing & laying gravel of 6-inch thickness.
4 Conductor Pipe a) Digging of bore hole of 26-inch dia (40 m). RFt 132 944.10 1,24621 b) Insertion of conductor pipe of 20-inch dia in 26-inch RFt 100 6,258 6,25800 dia bore hole. c) Filling space between bore hole and conductor pipe CFt 300 332 99,600 upto 40 m deep with PCC 1:3:6. d) Anchoring Conductor Pipe with steel reinforcement Each 4 1000 4000 bars.
5 Foundation for Mud Pumps 5.1 Plain Cement Concrete 1:2:4 CFt 975 500 4,87500 Providing & laying of cement concrete of ratio 1:2:4 including formwork, curing of concrete & transportation of material & equipments to complete the works in all respects. Thickness of foundation should be 1.5-ft.
(The foundations should be lined with Polythene/impermeable sheets to avoid any damaged due to water).
6 Foundation for Mud Tanks 6.1 Plain Cement Concrete 1:2:4 CFt 2,310 500 11,55000 Providing & laying of cement concrete of ratio 1:2:4 including formwork, curing of concrete & transportation of material & equipments to complete the works in all respects. Thickness of foundation should be 1.5-ft.
(The foundations should be lined with Polythene/impermeable sheets to avoid any damaged due to water).
6.2 Gravel CFt 1,250 210 2,62500 Providing & laying gravel of 6-inch thickness. 7 Foundation for Generators 7.1 Plain Cement Concrete 1:2:4 CFt 975 500 4,87500 Providing & laying of cement concrete of ratio 1:2:4 including formwork, curing of concrete & transportation
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of material & equipments to complete the works in all respects.Thickness of foundation should be 0.75ft.
(The foundations should be lined with Polythene/impermeable sheets to avoid any damaged due to water).
7.2 Gravel CFt 750 210 1,57500 Providing & laying gravel of 6-inch thickness. 8 Foundation for Diesel Oil Tank CFt 950 500 4,75000 8.1 Plain Cement Concrete 1:2:4 Providing & laying of cement concrete of ratio 1:2:4 including formwork, curing of concrete & transportation of material & equipments to complete the works in all respects.The size of foundation is 60'x26'x0.5'
(The foundations should be lined with Polythene/impermeable sheets to avoid any damaged due to water).
8.2 Brick walls 1.125'x3'x60x(3 Nos) CFt 750 223 1,67250 9 Construction of Flare Pit 9.1 Excavation CFt 5,000 30 150,000 Excavation in soil for cutting pits or water pits with compacted and dressed base and slopes in true dimensions of 50-ft×20-ft×5-ft. 9.2 Brick Lining CFt 225 200 45000 Providing & laying of brick lining in 1:6 cement sand mortar for flooring, containment areas, pad foundations including curing of work, transportation of all material at site to complete the work in all respects.
10 Construction of Rubbish Pit 10.1 Excavation CFt 1,100 30 33000 Excavation in soil for cutting pits or water pits with compacted and dressed base and slopes in true dimensions of 20-ft×13-ft×4-ft. 10.2 Brick Lining Sq.Ft 225 400 90,000 Providing & laying of brick lining in 1:6 cement sand mortar for flooring, containment areas, pad foundations including curing of work, transportation of all material at site to complete the work in all respects.
11 Erection of Barbed wire fence Break-up Rate A. Barbed Wire RFt
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Providing G.I. barbed wire at 9"×9" square spacing. B. Angle Iron Post RFt Providing angle iron of section 2"×2"×1/4". C. Snake Protection Sheet RFt Providing G.I. sheet of gauge and 3-ft wide for snake anti-climbing protection. D. Erection of fence (labour & concrete) RFt Erection of fence (labour & concrete work) as per drawing. Total RFt 5,824 6000 3,49,44000 Main Gate Providing & fixing 20-ft wide, fence installed double Each 2 40,000 80,000 leaf main gate.
12 Tube well Works a) Water supply pipes G.I fittings of size 2-inch , RFt 1,800 425 7,65000 3/4-inch & 1/2-inch dia. b) Water supply pipe 4-inch dia RFt 600 3030 18,18000
13 Waste Mud Pits Excavation CFt 100,000 30 30,00,000 Excavation in soil for cutting pits or water pits with compacted and dressed base and slopes in true dimensions of 95'×95'×5'×02 Nos. The pits should be 10-ft away from mud tanks.
14 Brick Drainage RFt 800 350 2,80,000 Brick drain size 18-inch×18-inch deep and wall thickness of 9-inch with 4.5-inch bottom thickness with C.M 1:6, 1/2-inch plaster inside drain all-around.
15 Water Tank Each 1 50,000 50,000 Providing & installation of fibre water tank of capacity 300 Gallons placed on 2 brick pillars and connecting with water mains.
16 Foundations for 50 Nos Pota Cabins CFt 1,500 400 600,000 Brick foundations C.M 1:4 with 1/2-inch plaster on all sides of size 10-ft×1-ft×1-ft. Two brick steps in front of pota cabin doors are also to be made.
17 Sewerage Pipe Lines RFt 2,000 2000 40,00,000 Providing, laying and complete fixing with all
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required fittings of 4-inch dia RCC pipe lines with pota cabin main hole 2-ft×2-ft and connecting with septic tanks.
18 Construction of Septic Tanks Each 4 60,000 2,40,000 Construction of Septic Tank with brick masonary and plaster work of size 21ft×4ft of 4ft depth
19 Living Facilities for Rangers Sq.Ft 725 500 3,62500 Construction of living facilities with brick masonary C.M 1:6 and plaster and T-iron & Girder, roof tiles according to drawings & specifications.
20 Security check Post Construction of temporary check posts 14-ft×14-ft with Sq.Ft 196 2000 3,92000
same specifications as of item 19 in C.M 1:6 P.C.C and plaster, T-iron and Grider roof tiles
with polythene sheet and mud plaster. 4 Nos.
21 Chemical Resistance Membrane pit Sq.Ft 30,000 30 9,00,000
Excavation for 2 Nos waste pit. Compacted and dressed base and slopes in true dimensions of size 120'x120'
22 Generator Foundation (Camp Site) Plain Cement Concrete 1:2:4 CFt 1,150 630 7,24,500 Providing & laying of cement concrete of ratio 1:2:4 including formwork, curing of concrete & transportation of material & equipments to complete the works in all respects.Thickness of foundation should be 0.5-ft.
(The foundations should be lined with Polythene/impermeable sheets to avoid any damaged due to water).
Gravel CFt 160 210 33,600 Providing & laying gravel of 6-inch thickness.
23 Foundation for Diesel Tank (Camp Site) CFt 200 630 1,26,000 Providing & laying of cement concrete of ratio 1:2:4 including formwork, curing of concrete & transportation of material & equipments to complete the works in all respects.Thickness of foundation should be 0.5-ft.
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(The foundations should be lined with Polythene/impermeable sheets to avoid any damaged due to water).
24 Access Road RFt 56,433 2000 11,28,66000 Construction of 20-ft wide & 6" high road by earth filling including watering
and compaction in layers not exceeding compacted 6-inch thickness to therequired grade and elevations. Earthfill compaction will be upto 95% of AASHTO maximum dry density. Water bound macadam of 3-inch thickness.
25 Pipe Culverts Providing & laying of pipe dia 24" for culverts (on RFt 68 907 61,676 the basis of jobs) of pre-cast reinforces concrete.
26 Chemical Pad PCC 1:4:8 CFt 563 300 1,68900 Providing & laying of Plain cement concrete pad 3" thick foundation foundations including curing of work, transportation of all material at site to complete the work in all respects.
27 Tandoor Each 1 Providing & installing Tandoor in kitchen in all 30,000 30,000 respects.
28 Water Bound Macadam CFt 26,250 550 1,44,37500 Supply & laying 3-inch down crushed stone (Rock Moram) compacted layers including voids filling with stonedust/khaka at areas as directed by the engineer.
TOTAL 19,81,37497
COMPLETION PERIOD:
3 Weeks from the date of award of Contract.
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ANNEXURE “C”
APPROXIMATE BOQ’S FOR BADAR-2 WELL CIVIL WORKS
Item.No DESCRIPTION Unit
BOQ Unit rate Total(PKR)
1 Earth Work CFt500,000.0
35 1,75,00,000 Supply & filling of earth at location area and camp site
site from contractor's arranged borrow area including watering and compaction in layers not exceeding 6-inch upto a total of 3-layers to the required grade and elevations. Earthfill compaction will be upto 95% of AASHTO maximum dry density. The thickness of earth fill should be 1.5-ft. 2 Rig Pad Foundation 2.1 Reinforced Cement Concrete 1:2:4 CFt 4,557 500 22,78500 Providing & laying of cement concrete of ratio 1:2:4
including reinforcement steel (Grade 60) including formwork, curing of concrete & transportation of material & equipments to complete the works in all respects. The size of rig pad is (46.26×38.04×2.5-feet). 2.2 Plain Cement Concrete 1:4:8 CFt 910 380 3,45,800 Providing & laying of plain cement concrete 1:4:8 of
6-inch thickness. (46.26x38.04x0.5) 2.3 Gravel CFt 910 210 1,91,100 Providing & laying gravel of 6-inch thickness.
3 Cellar Work 3.1 Reinforced Cement Concrete 1:2:4 CFt 584 630 3,67,920 Construction of Cellar with RCC concrete 1:2:4
including reinforcement steel (Grade 60) including formwork, curing of concrete & transportation of material & equipments to complete the works in all respects. The size of cellar is 12x'12'x1=144 Lomg wall (2)x12'x1x10x=240 Short wall (2) x10'x1'0x1'=200 Thickness of cellar walls is 1-ft. 3.2 Plain Cement Concrete 1:4:8 CFt 95.000 300 28,500 Providing & laying of plain cement concrete 1:4:8 of
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6-inch thickness. 3.3 Gravel CFt 98.00 210 20,580 Providing & laying gravel of 6-inch thickness.
4 Conductor Pipe a) Digging of bore hole of 26-inch dia (40 m). RFt 132 944 1,24608 b) Insertion of conductor pipe of 20-inch dia in 26-inch RFt 100 6258 6,25800 dia bore hole. c) Filling space between bore hole and conductor pipe CFt 300 332 99,600 upto 40 m deep with PCC 1:3:6. d) Anchoring Conductor Pipe with steel reinforcement Each 4 1000 40,000 bars.
5 Foundation for Mud Pumps 5.1 Plain Cement Concrete 1:2:4 CFt 975 500 4,87500 Providing & laying of cement concrete of ratio 1:2:4 including formwork, curing of concrete & transportation of material & equipments to complete the works in all respects. Thickness of foundation should be 1.5-ft.
(The foundations should be lined with Polythene/impermeable sheets to avoid any damaged due to water).
6 Foundation for Mud Tanks 6.1 Plain Cement Concrete 1:2:4 CFt 2,310 500 11,55000 Providing & laying of cement concrete of ratio 1:2:4 including formwork, curing of concrete & transportation of material & equipments to complete the works in all respects. Thickness of foundation should be 1.5-ft.
(The foundations should be lined with Polythene/impermeable sheets to avoid any damaged due to water).
6.2 Gravel CFt 1,250 210 2,62,500 Providing & laying gravel of 6-inch thickness. 7 Foundation for Generators 7.1 Plain Cement Concrete 1:2:4 CFt 975 500 4,87500 Providing & laying of cement concrete of ratio 1:2:4 including formwork, curing of concrete & transportation of material & equipments to complete the works in all respects.Thickness of foundation should be 0.75ft.
(The foundations should be lined with Polythene/impermeable sheets to avoid any damaged due to water).
7.2 Gravel CFt 750 210 1,57,500
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Providing & laying gravel of 6-inch thickness. 8 Foundation for Diesel Oil Tank CFt 950 500 4,7500 8.1 Plain Cement Concrete 1:2:4 Providing & laying of cement concrete of ratio 1:2:4 including formwork, curing of concrete & transportation of material & equipments to complete the works in all respects.The size of foundation is 60'x26'x0.5'
(The foundations should be lined with Polythene/impermeable sheets to avoid any damaged due to water).
8.2 Brick walls 1.125'x3'x60x(3 Nos) CFt 750 223 1,67,250 9 Construction of Flare Pit 9.1 Excavation CFt 5,000 30 1,50,000 Excavation in soil for cutting pits or water pits with compacted and dressed base and slopes in true dimensions of 50-ft×20-ft×5-ft. 9.2 Brick Lining CFt 225 200 45,000 Providing & laying of brick lining in 1:6 cement sand mortar for flooring, containment areas, pad foundations including curing of work, transportation of all material at site to complete the work in all respects.
10 Construction of Rubbish Pit 10.1 Excavation CFt 1,100 30 33000 Excavation in soil for cutting pits or water pits with compacted and dressed base and slopes in true dimensions of 20-ft×13-ft×4-ft. 10.2 Brick Lining Sq.Ft 225 400 90,000 Providing & laying of brick lining in 1:6 cement sand mortar for flooring, containment areas, pad foundations including curing of work, transportation of all material at site to complete the work in all respects.
11 Erection of Barbed wire fence Break-up Rate A. Barbed Wire RFt Providing G.I. barbed wire at 9"×9" square spacing. B. Angle Iron Post RFt Providing angle iron of section 2"×2"×1/4". C. Snake Protection Sheet RFt Providing G.I. sheet of gauge and 3-ft wide for
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snake anti-climbing protection. D. Erection of fence (labour & concrete) RFt Erection of fence (labour & concrete work) as per drawing. Total RFt 3,500 6000 2,10,000,00 Main Gate Providing & fixing 20-ft wide, fence installed double Each 2 40,000 80,000 leaf main gate.
12 Tube well Works a) Water supply pipes G.I fittings of size 2-inch , RFt 1,800 425 7,65000 3/4-inch & 1/2-inch dia. b) Water supply pipe 4-inch dia RFt 600 330 18,18000
13 Waste Mud Pits Excavation CFt 100,000 30 30,000,00 Excavation in soil for cutting pits or water pits with compacted and dressed base and slopes in true dimensions of 95'×95'×5'×02 Nos. The pits should be 10-ft away from mud tanks.
14 Brick Drainage RFt 800 350 2,80,000 Brick drain size 18-inch×18-inch deep and wall thickness of 9-inch with 4.5-inch bottom thickness with C.M 1:6, 1/2-inch plaster inside drain all-around.
15 Water Tank Each 1 50,000 50,000 Providing & installation of fibre water tank of capacity 300 Gallons placed on 2 brick pillars and connecting with water mains.
16 Foundations for 50 Nos Pota Cabins CFt 1,500 400 6,00,000 Brick foundations C.M 1:4 with 1/2-inch plaster on all sides of size 10-ft×1-ft×1-ft. Two brick steps in front of pota cabin doors are also to be made.
17 Sewerage Pipe Lines RFt 2,000 2000 40,000,00 Providing, laying and complete fixing with all required fittings of 4-inch dia RCC pipe lines with pota cabin main hole 2-ft×2-ft and connecting with septic tanks.
18 Construction of Septic Tanks Each 4 60,000 240,.000
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Construction of Septic Tank with brick masonary and plaster work of size 21ft×4ft of 4ft depth
19 Living Facilities for Rangers Sq.Ft 725 500 3,62500 Construction of living facilities with brick masonary C.M 1:6 and plaster and T-iron & Girder, roof tiles according to drawings & specifications.
20 Security check Post Construction of temporary check posts 14-ft×14-ft with Sq.Ft 196 2000 3,92,000
same specifications as of item 19 in C.M 1:6 P.C.C and plaster, T-iron and Grider roof tiles
with polythene sheet and mud plaster. 4 Nos.
21 Chemical Resistance Membrane pit Sq.Ft 30,000 30 9,00,000
Excavation for 2 Nos waste pit. Compacted and dressed base and slopes in true dimensions of size 120'x120'
22 Generator Foundation (Camp Site) Plain Cement Concrete 1:2:4 CFt 1,150 630 724,500 Providing & laying of cement concrete of ratio 1:2:4 including formwork, curing of concrete & transportation of material & equipments to complete the works in all respects.Thickness of foundation should be 0.5-ft.
(The foundations should be lined with Polythene/impermeable sheets to avoid any damaged due to water).
Gravel CFt 160 210 35600 Providing & laying gravel of 6-inch thickness.
23 Foundation for Diesel Tank (Camp Site) CFt 200 630 1,26,000 Providing & laying of cement concrete of ratio 1:2:4 including formwork, curing of concrete & transportation of material & equipments to complete the works in all respects.Thickness of foundation should be 0.5-ft.
(The foundations should be lined with Polythene/impermeable sheets to avoid any damaged due to water).
24 Access Road RFt 6,600 2000 1,32,000,00 Construction of 20-ft wide & 3-ft high road by earth filling including watering and compaction in layers not
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exceeding compacted 6-inch thickness to the required grade and elevations. Earthfill compaction will be upto 95% of AASHTO maximum dry density. Water bound macadam of 3-inch thickness.
25 Pipe Culverts Providing & laying of pipe dia 24" for culverts (on RFt 96 907 87,072 the basis of jobs) of pre-cast reinforces concrete.
26 Chemical Pad PCC 1:4:8 CFt 563 300 1,68,900 Providing & laying of Plain cement concrete pad 3" thick foundation foundations including curing of work, transportation of all material at site to complete the work in all respects.
27 Tandoor Each 1 Providing & installing Tandoor in kitchen in all 30,000 30,000 respects.
28 Water Bound Macadam CFt 40,500 550 2,22,75,000 Supply & laying 3-inch down crushed stone (Rock Moram) compacted layers including voids filling with stonedust/khaka at areas as directed by the engineer.
28 Repair of existing two bridges & access road As per actual requirement
TOTAL 9,48,39730
COMPLETION PERIOD:
3 Weeks from the date of award of Contract.
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