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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-AOC | ₹2.1 Cr | L1 | Accepted-AOC Bidder is Responsive Lowest L1 |
| 2 | L2₹2.3 Cr+₹13.0 L (6.09%)Rejected-Finance | ₹2.3 Cr+₹13.0 L (6.09%) | L2 | Rejected-Finance Quoted amount Not Lowest Bidder is L2 |
| 3 | L3₹2.4 Cr+₹30.7 L (14.4%)Rejected-Finance | ₹2.4 Cr+₹30.7 L (14.4%) | L3 | Rejected-Finance Quoted amount Not Lowest Bidder is L3 |
| 4 | L4₹2.5 Cr+₹33.7 L (15.8%)Rejected-Finance | ₹2.5 Cr+₹33.7 L (15.8%) | L4 | Rejected-Finance Quoted amount Not Lowest Bidderis L4 |
Tender Value
₹3.3 Cr
EMD Value
₹6.5 L
Closing Date
9 Dec 2020, 5:00 pmClosed
SUPERINTENDING ENGINEER
Office of The Superintending Engineer 2nd Circle Irrigation Works 52 Cantt Kanpur
Capacity Restoration and Other Works of Ghatampur DY under District Kanpur Nagar
2020_UPIDC_534165_1
03/SE-II/2020-21
Open Tender
Civil Works - Canal
Item Rate
180 days
KANPUR
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,360
₹6.5 L
Yes
KANPUR
1 Mar 2021
30 Nov 2020
10 Dec 2020
1 Dec 2020
9 Dec 2020
4 Dec 2020
4 Dec 2020
Amount
A-Restoration Capacity of Ghatampur Dy.: Earth work in Cutting or in embankment in ordinary soil, excavation to be in the form of irregular pits and earth work in embankments to be in 20Cm layer including ramming and dressing the surface to the required level and slopes and also including 1.5m lift and 30m lead. The earth form cutting to be used in making embankment or to be deposited as spoil bank within 30 m. distance as directed by the Engineer-in- Charge. Ghatampur Dy. From km 0.00 to Km 82.260
B- CONSTRUCTION OF V.R.B. AT K.M 5.220, K.M 16.100 , K.M 19.300 and K.M 30.018 of GHATAMPUR DY. : Earth work in Cutting or in embankment in ordinary soil, excavation to be in the form of irregular pits and earth work in embankments to be in 20Cm layer including ramming and dressing the surface to the required level and slopes and also including 1.5m lift and 30m lead. The earth form cutting to be used in making embankment or to be deposited as spoil bank within 30 m. distance as directed by the Engineer-in- Charge. for road diversion.
Earth work in foundation in dry ordinary soil including lift upto 1.50 m. and lead upto 30 m. and including filling, watering and ramming of excavated earth into the trenches or into the space between the structure and the sides of foundation trenches or into the plinth with removal and disposal of surplus erath as directed by the Engineer-in-charge upto a distance of 30m. from the foundation trenches.
Providing & laying Cement concrete 1:3:6 in foundation with in lead of 60m and delift or lift 1.5m.with cement coarse sand stone ballast 20mm gauge including cost of all material labour T&P etc.
Brick work in 1:4 cement mortar upto 3.0 m height and 60.0m lead of materials with cement coarse sand including cost of all material labour T&P etc.
Cenetering & shuttering for R.C.C. work including cost of cent & shut up to 3.00 m Height
Providing & laying R.C.C. 1:1.5:3 with cement, coarse sand & stone grit 20mm gauge including cost of all material labour T&P etc.
Providing Steel reinforcement including cutting, bending, binding & placing in position.
Providing & laying C.C. 1:1:2 in wearing coat with cement, coarse sand & stone grit including cost of all material labour T&P etc.
Cement plaster in 1:4 cement mortaron brick masonry upto 3m height including cost of all material labour T&P etc.
Providing & laying brick soling on edge.including cost of all material labour T&P etc.
Supply & laying of PVC Pipe 75mm dia low density polythylene seamless one peace mould tank and placing the same in proper position including all labour and T&P etc. for proper complation of the work.
C-Construction of Protection Brick Wall Construction of Protection Brick Wall at VRB From km. 13.400 D/S in both side, km. 15.500 to km 15.650 in R/S side , km. 64.076 U/S & D/S in R/B side,km. 2.900 to 2.930 in both side, km. 60.827 U/S & D/S in both side -Earth work in foundation in dry ordinary soil including lift upto 1.50 m. and lead upto 30 m. and including filling, watering and ramming of excavated earth into the trenches or into the space between the structure and the sides of foundation trenches or into the plinth with removal and disposal of surplus erath as directed by the Engineer-in-charge upto a distance of 30m. from the foundation trenches.
Providing & laying Cement concrete 1:3:6 in foundation with in lead of 60m and delift or lift 1.5m.with cement coarse sand stone ballast 20mm gauge including cost of all material labour T&P etc.
Brick work in 1:4 cement mortar upto 3.0 m height and 60.0m lead of materials with cement coarse sand including cost of all material labour T&P etc.
Cement plaster in 1:4 cement mortaron brick masonry upto 3m height including cost of all material labour T&P etc.
D-Construction of Syphon at Ghatampur Dy. At Km. 32.600 : Earth work in foundation in dry ordinary soil including lift upto 1.50 m. and lead upto 30 m. and including filling, watering and ramming of excavated earth into the trenches or into the space between the structure and the sides of foundation trenches or into the plinth with removal and disposal of surplus erath as directed by the Engineer-in-charge upto a distance of 30m. from the foundation trenches.
Providing & laying Cement concrete 1:3:6 in foundation with in lead of 60m and delift or lift 1.5m.with cement coarse sand stone ballast 20mm gauge including cost of all material labour T&P etc.
Brick work in 1:4 cement mortar upto 3.0 m height and 60.0m lead of materials with cement coarse sand including cost of all material labour T&P etc.
Cenetering & shuttering for R.C.C. work including cost of cent & shut up to 3.00 m Height
Providing & laying R.C.C. 1:1.5:3 with cement, coarse sand & stone grit 20mm gauge including cost of all material labour T&P etc.
Providing Steel reinforcement including cutting, bending, binding & placing in position.
Cement plaster in 1:4 cement mortaron brick masonry upto 3m height including cost of all material labour T&P etc.
Earth work in Cutting or in embankment in ordinary soil, excavation to be in the form of irregular pits and earth work in embankments to be in 20Cm layer including ramming and dressing the surface to the required level and slopes and also including 1.5m lift and 30m lead. The earth form cutting to be used in making embankment or to be deposited as spoil bank within 30 m. distance as directed by the Engineer-in- Charge. for road diversion.
Uprooting sarpat moonj and jhunds from canals bank including its disposal.
E-Repair of Cross Regulator of Ghatampur Dy. (a) Cost Of Gate With M.S. Plate : Supply & Fixing of Spindle of Rod 50 mm dia with Thrading twuning.
C.I. horsing Nut & Handle
Gun Mettals Bush
Thursed bearing
Electic arc welding of 18 mm thickness of job
M.S.Angal section of 75x75x8
M.S.Plate of size 8mm
Replacing of Musical Note type side rubber seel as per IS code 11855 by removing old/dameged rubber seel from gate, scraping & cleaning surface, making holes, fixing clamping the M.S.Plate by new counters sunk head high tensile boards, nut & vaser making adjustment as per requirment of site including cost of all labour material &T&P for proper completion of work. size 120 x 12 mm
Painting on old rusted steel surface of gates & appurtenances after prepration of surface properly by sand Blasting process and applyng 2 coat of jinc rich primer and 2 coat of solvent less epoxy paint including all labour material &T&P etc for proper completion of work.
Supply & Fixing of Gate in proper position
lallan singh contractor (P) ltd
M/S GANGOTRI CONSTRUCTION COMPANY
M/S Vinay Construction
tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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