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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-AOC | ₹1.6 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.7 Cr+₹10.2 L (6.31%)Rejected-AOC 99 SUSHILA BIHAR BHUD BULANDSHAHAR | ₹1.7 Cr+₹10.2 L (6.31%) | L2 | Rejected-AOC L2 |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical GONDA | UTTAR PRADESH | 271305 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.9 Cr
EMD Value
₹4 L
Closing Date
11 Sept 2024, 3:00 pmClosed
Superintending Engineer
Superintending Engineer Irrigation Works Circle Etawah
Work of restoration work of Jhinjhak Rajwaha from Km 0.00 to Km 13.880 and demarcation of canal land in Kanpur Dehat district.
2024_UPIDC_951626_2
02/S.E./2024-25
Open Tender
Civil Works - Canal
Item Rate
365 days
Etawah
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,714
₹4 L
15 Oct 2024
4 Sept 2024
11 Sept 2024
4 Sept 2024
11 Sept 2024
4 Sept 2024
Amount
Dismantling brickwork or stonework and cement concrete in cement mortar and including stacking of materials with in a distance of 60 m. as per direction of engineer incharge.
Earth work for diversion cutting/ filling or in embankment in ordinary soil, excavation to be in the for of irregular pits and earth work in embankment to be in 20 cm layers, including ramming and dressing the surface to the require level and slopes and also including lift and lead the earth form cutting to be used in making embankment for to be disposal as spoil bank as directed by the engineer-in - charge.
Supply of RCC humepipe NP-3 (SPIGOT) 1200 mm dia for making diversion with laying and fixing in possiton and after work removing including exavation back filling including cost of material.
Earth work in Foundation in dry ordinary soil (Loam,clay or sand)includin lift upto 1.50 M lead up to 30 M and including filling,watering and ramming of excavated earth into the trench or into the space between the structure and the side of foundation trenches or into the plinth with removel and disposal of surplus earth as directed by the Engineer-in-charge
Laying of Cement Concrete 1:3:6 in foundation with cement, c.sand & 20 to 40 mm Stone Grit including all labour and T&P etc complete
Ist Class 150 Brick Work 1:4 With Cement & C-Sand including all labour material and t&p etc complete.
Centering and shuttering for R.C.C. work for bridge slab up to 3 met span including cost of labour material and T&P etc. required for completion of the work.
Reinforced cement concrete (R.C.C.) 1:1.5:3 with cement, c.sand & 10 to 20 mm Stone Grit i/c all labour t&p
Cutting, bending, placing, binding of Steel reinforcement including cost of all labour, material, T&P, M.S. binding wire for proper completion of work.
Back filling behind return wall complete.
Cement pointing in 1:2 cm i/c all labour material T&P etc.
Dewatering of Foundation hiring diesel pump 5 HP including operator cost, cost of dewatering equipment and its accessories, labour etc.
Laying CC 1:2:4 with coarse sand & stone ballast. i/c all labour material T&P etc.
Earth work in correcting section of Dy. including lift up to 1.5m and lead up to 30 m. including ramming and dressing by manual labour or Running machine mechanism the earth from clearance to be used side embankment or to be disposed off at spoibanks or as directed by Engineer- incharge
Providing and laying of local sand in filter media graded, compacted etc. complete as per direction of Engineer in-Charge.
Finishing walls with water proofing cement paint of approved manufacturers such as Super Snowcem, Durrocem, Robiacem, Guttucem, supermen quality of required shade on uncoated wall surface (one coat) over one coat white cement primer to give even shades after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including curring and all cost .
Prepration of sub grade , I/C all labour T&P etc.
Supplying / Laying LDPE film 200 micron of 1st grade including all labour and T&P etc.
75 mm thick CC lining in 1:2:4 with coarse sand and 10-20 mm sizestone grite in bed,side slopes I/C cost of all material labour T&P etc.
Painting V.R.B. by white paint and writing name in vrb chainege of section including all material and t&P
Cement plaster in 1:4 cm with coarse sand all labour material T&P etc.
painting primer, two over priming coat (but excluding cost of priming coat) on steel and other material surface including cleaning the surface of all dirt, dust and other foreign matter and papering and stopping including cost of material, labour tool and paints etc.required for proper completion of work, paint shall be used a
Ist Class 150 Brick Work 1:3 With Cement & C-Sand including all labour material and t&p
Painting on top of sleeper with bitumen including cost of all material, fulel for heating, labour and T&P etc. required for proper completion of work.
Making expansion joint filled with filling compound including all materials , labour and T&P etc. As per direction of Engineer- in -charge .
Supplyng and fixing & febricating of new steel regulator gate with ruber seal with painting complete in all recpect.
Providing and laying jointing (HDPR) PE100 PN6 confirming to IS 4984 /14151/12786/13488 with necessary jointing of pipes by electro fusion /but welding process with all lead and lifts etc. complete (100 MM dia)
Providing and laying jointing (HDPR) PE100 PN6 confirming to IS 4984 /14151/12786/13488 with necessary jointing of pipes by electro fusion /but welding process with all lead and lifts etc. complete (125 MM dia)
Providing and laying jointing (HDPR) PE100 PN6 confirming to IS 4984 /14151/12786/13488 with necessary jointing of pipes by electro fusion /but welding process with all lead and lifts etc. complete (150 MM dia)
Earth work in cutting or in enbankment in ordinary soil exavation to be in the form of irregular pits and earth work in embarkment to be in 20cm. Layers including ramming and dressing the surface to thr requires level and slopes and also including 1.50M lift and total lead. The earth form cutting to be used in making embankment or to be deposited as spoil bank within total distance as directed by the Engineer-in charge.
M/S CHAUDHARY ENTERPRISES
tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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