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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 CrAdmitted-Finance 00 00 NAPASAR ROAD NENO KA BASS BIKANER RAJASTHAN BIKANER RAJASTHAN 334022 UDYAM RJ 08 0001676 | BIKANER | RAJASTHAN | 334022 | ₹3.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.7 Cr+₹8.5 L (2.31%)Admitted-Finance | ₹3.7 Cr+₹8.5 L (2.31%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Hard Copy of the bid has not been submitted. |
| Sl No | Description | Qty | Unit | M/S A.S. CONSTRUCTION CO. L1 | M/S V R AND CO. L2 |
|---|---|---|---|---|---|
| 1.00Storm Water Drain | |||||
| 2.00Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge | |||||
| 2.10 | All kinds of soil | 4,733.9 | Cum | 140 ₹6,62,746 Lowest | 145 ₹6,86,415.5 |
| 3.00Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. | |||||
| 3.10 | All kinds of soil | 815.86 | Cum | 100 ₹81,586 Lowest | 104 ₹84,849.44 |
| 4.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m | 1,372.74 | Cum | 155 ₹2,12,774.7 Lowest | 160 ₹2,19,638.4 |
| 5.00 | Extra Soil Carriage upto 5 kilometre | 3,621.46 | Cum | 260 ₹9,41,579.6 Lowest | 266 ₹9,63,308.36 |
| 6.00 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 260.3 | Cum | 5,480 ₹14,26,444 Lowest | 5,500 ₹14,31,650 |
| 7.00 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 18.9 | Cum | 5,870 ₹1,10,943 Lowest | 5,920 ₹1,11,888 |
| 8.00Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. | |||||
Tender Value
Refer Docs
EMD Value
₹7.4 L
Closing Date
7 May 2024, 2:00 pmClosed
Additional Chief Engineer
WAPCOS Limited (A Govt. of India Undertaking) Room No. C 33, WAPCOS Limited, 76C, Sector18, Institutional Area, Gurgaon Haryana 122015
Construction of the Connection of Drains Connected to the Old Aligarh Drain to the Diverted Aligarh Drain
2024_WAPCO_193544_1
WAP/PHIW/KHURJA/KSTPP/24-25/1
Open Tender
Civil Works
Item Rate
180 days
Khurja
As per the Tender Document
5 documents required · 5 mandatory
₹5,000
WAPCOS Limited
₹7.4 L
16 May 2024
16 Apr 2024
8 May 2024
16 Apr 2024
7 May 2024
16 Apr 2024
16 Apr 2024 - 21 Apr 2024
Amount
Storm Water Drain
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge
All kinds of soil
Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials.
All kinds of soil
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m
Extra Soil Carriage upto 5 kilometre
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
Concrete of M25 grade with minimum cement content of 330 kg /cum
Centering and shuttering including strutting, propping etc. and removal of form for
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Half brick masonry with common burnt clay F.P.S. (non modular) bricksof class designation 7.5 in foundations and plinth in :
Cement mortar 1 : 3 (1 cement : 3 coarse sand)
12 mm cement plaster :
1:4 (1 cement : 4 coarse sand)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to & above plinth level
Thermo-Mechanically Treated bars of grade Fe-500D or more
Single Cell Culvert
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in?charge
All kinds of soil
Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials.
All kinds of soil
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m
Extra for Soil Carriage upto 5 kilometre
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
Concrete of M25 grade with minimum cement content of 330 kg /cum
Centering and shuttering including strutting, propping etc. and removal of form for
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Mild steel bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips. TMT
2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippingsof 13.2 mm and 11.2 mm size respectively, including a tack coatwith hot straight run bitumen, including consolidation with road rollerof 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).
With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt
Triple Cell Culvert
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in?charge
All kinds of soil
Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials.
All kinds of soil
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m
Extra for Soil Carriage upto 5 kilometre
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
Concrete of M25 grade with minimum cement content of 330 kg /cum
Centering and shuttering including strutting, propping etc. and removal of form for
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more
2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippingsof 13.2 mm and 11.2 mm size respectively, including a tack coatwith hot straight run bitumen, including consolidation with road rollerof 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).
With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt
M/S V R AND CO.
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