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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.8 LAccepted-Finance 146 16 TALAB TILLO OPPOSITE VIKAS LANE JAMMU 180002 | JAMMU | JAMMU AND KASHMIR | 180002 | L1 | Accepted-Finance Lowest amount quoted | |
| 2 | L2₹38.9 L+₹11.1 L (39.9%)Rejected-Finance | L2 | Rejected-Finance Higher amount Quoted | |
| 3 | L3₹39.8 L+₹12.0 L (43.2%)Rejected-Finance | L3 | Rejected-Finance Higher amount Quoted | |
| 4 | Rejected-Technical 00 MUKUNDPUR PAHO DOMANPUR MUKUNDPUR PAHO MIRZAPUR UTTAR PRADESH 231306 | MIRZAPUR | UTTAR PRADESH | 231306 | - | Rejected-Technical Not Complied the Terms and Condions of the Tender Enquiry |
Tender Value
Refer Docs
EMD Value
₹96,603
Closing Date
17 Sept 2024, 11:00 amClosed
THE COMMANDANT-33 BN, CRPF
33 BN, CRPF, PREET NAGAR, GANGYAL, JAMMU-180010
Construction of 14 Nos Plinth I.E. 18ft x 64ft - 10 Nos and 16ft x 24ft - 04 Nos Total- 14 Nos at BCS 33 Bn, Sarna, Bhaderwah, Distt-Doda, Jammu and Kashmir
2024_CRPF_821485_1
L.VII-1/2024-25-33-Q(M.S)
Open Tender
Construction Works
Works
45 days
BCS 33 Bn CRPF, Sarna, Bhaderwah
As per tender document
11 documents required · 11 mandatory
₹0
₹96,603
19 Oct 2024
24 Aug 2024
18 Sept 2024
24 Aug 2024
17 Sept 2024
25 Aug 2024
Construction Of 14 Nos Plinth I.E. 18’ X 64’ = 10 Nos And 16’ X 24’ = 04 Nos (Toilet Block) Total-14 Nos at BCS 33 Bn. CRPF. Srana, Bhaderwah, Distt-Doda, (J&K)
Earth work in excavation by mechanical means (Hydraulic excavator) manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well 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. Ordinary rock
Earth work in excavation by mechanical means (Hydraulic excavator) manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on Plan) including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. All kinds of soil
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering –All work upto plinth level: 1:5:10 (1 cement :5 manufactured sand derived from Recycled Concrete Aggregate (RAC) : 10 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering –All work upto plinth level : 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), with 30% boulders.
Providing and filling stone boulders in trenches for all leads & lifts, all complete as per direction of Engineer –in-charge.
Centering and shuttering including strutting, propping etc. and removal of form work for : foundations, footings, bases for columns.
Excavating, supplying and filling of local earth (including royally) by mechanical transport upto a lead of 05 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
Cement concrete flooring 1:2:4 (1 Cement :2 Coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete 40 mm thick with 20 mm nominal size stone aggregate.
Earth work in excavation by mechanical means (Hydraulic excavator) manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well 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. Ordinary rock
Earth work in excavation by mechanical means (Hydraulic excavator) manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on Plan) including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. All kinds of soil
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering –All work upto plinth level: 1:5:10 (1 cement :5 manufactured sand derived from Recycled Concrete Aggregate (RAC) : 10 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering –All work upto plinth level : 1:3:6 (1 Cement : 3 Coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources), with 30% boulders.
Providing and filling stone boulders in trenches for all leads & lifts, all complete as per direction of Engineer –in-charge.
Centering and shuttering including strutting, propping etc. and removal of form work for : foundations, footings, bases for columns.
Excavating, supplying and filling of local earth (including royally) by mechanical transport upto a lead of 05 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
Cement concrete flooring 1:2:4 (1 Cement :2 Coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete 40 mm thick with 20 mm nominal size stone aggregate.
GIRDHARI LAL PARIHAR
KAY KAY ENGINEERD & CONTRACTORS
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