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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹12.1 CrAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹12.2 Cr+₹10.1 L (0.83%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Others-Mention on summary sheet | ||
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Others-Mention on summary sheet |
Tender Value
₹13.0 Cr
EMD Value
₹25.9 L
Closing Date
31 May 2023, 4:00 pmClosed
ER P C Tanoch
Office of the Chief Engineer PWD R and B Jammu
Refer to BOQ
2023_PWDJK_211578_1
e-NIT No. 04 of 2023-24 Dated 08.05.2023
Open Tender
Civil Works
Percentage
730 days
Office of the Chief Engineer PWD R and B Jammu
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
Chief Accounts Officer PW R and B Department Jammu
₹25.9 L
Office of the Chief Engineer PWD R and B Jammu
8 Jun 2023
9 May 2023
1 Jun 2023
9 May 2023
31 May 2023
9 May 2023
15 May 2023
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge in all kind of soil. | 1,657.3 | Cum | 188.8 | ₹3,12,898.24 |
| 2 | Extra for every additional lift of 1.5 M or part therefore in all kinds of soil. | 298.88 | Cum | 81.7 | ₹24,418.5 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level in 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate) 40mm nominal size crushed. | 138.98 | Cum | 4,419.85 | ₹6,14,270.75 |
| 4 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservoir, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of selfhealing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-incharge. The product performance shall carry guarantee for 10 years against any leakage.For horizontal surface one coat @1.10 kg per sqm | 808.4 | Sqm | 367.75 | ₹2,97,289.1 |
| 5 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centring, shuttering, finishing and reinforcement, including Admixtures in recommended proportions, (as per IS 9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge All work upto plinth level.. | 783.66 | Cum | 7,192.05 | ₹56,36,121.9 |
| 6 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centring, shuttering, finishing and reinforcement, including Admixtures in recommended proportions, (as per IS 9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge All work above plinth level upto floor V level. | 1,259.94 | Cum | 8,457.25 | ₹1,06,55,627.57 |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). | 27.9 | Cum | 7,091.6 | ₹1,97,855.64 |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level in 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). | 122 | Cum | 4,943.4 | ₹6,03,094.8 |
| 9 | Providing and laying DPC 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) and curing complete. | 23.77 | Sqm | 372.85 | ₹8,862.64 |
| 10 | Brick work with common burnt clay (non modular) bricks of class designation 7.5 in cement mortar 1:4 (1 cement : 4 fine sand). | 9.27 | Cum | 6,501.2 | ₹60,266.12 |
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