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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.7 LAccepted-AOC | ₹20.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹20.8 LRejected-Finance | ₹20.8 L | L2 | Rejected-Finance L2 Bidder |
| 3 | Rejected-Technical | - | - | Rejected-Technical documents not in order |
| Sl No | Description | Qty | Unit | Jalnur Hussain L1 | Sunil Das L2 |
|---|---|---|---|---|---|
| 1.00 | 2.6 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.
2.6.1 All kinds of soil | 50.34 | cum | 217.78 ₹10,963.05 | 217.78 ₹10,963.05 |
| 2.00 | 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1.3 1:2:4 (1 cement : 2 coalse sand (zone-III) der ived from natuial sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.59 | cum | 7,807.06 ₹4,606.17 | 7,807.06 ₹4,606.17 |
| 3.00 | 5.9 Centering and shattering including strutting, propping
etc. and removal of form for
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete | 14.4 | sqm | 326.43 ₹4,700.59 | 326.43 ₹4,700.59 |
| 4.00 | 5.9 Centering and shattering including strutting, propping
etc. and removal of form for
5.9.5 Lintels,beams,plinth beams,girders,bressumers and cantilevers | 10.92 | sqm | 644.85 ₹7,041.76 | 644.85 ₹7,041.76 |
| 5.00 | 5.9 Centering and shattering including strutting, propping
etc. and removal of form for
5.9.6 columns, pillars, piers, abutments, posts and struts | 15.04 | sqm | 852.51 ₹12,821.75 | 852.51 ₹12,821.75 |
| 6.00 | 4.2 Providing and laying in position ready mixed or site
batched design mix cement concrete for plain cement
Concrete work; using coarse aggregate and fine
aggregate derived from natural sources, Portland
Pozzolana/Ordinary Portland /Portland Slag cement,
admixtures inrecommended proportions as per IS:
9103 to accelerate / retard setting of concrete, to
improve durability and workability without impairing
strength; íncluding pumping of concrete to site of
laying, curing,carriage for all leads; but excluding the
cost of centering, shuttering and finishing as per
direction of the engineer-in-charge; for the following
grades of concrete.
4.20.1 AIl works upto plinth level
4.20.1.4 Concrete of M25grade with minimum cement content of 300 kg/cum | 9.74 | cum | 9,115.47 ₹88,784.68 | 9,115.47 ₹88,784.68 |
| 7.00 | 5.22 Steel reinforcement for R.C,C. work including
straightening, cutting, bendiilg, placing In posltlon and
binding all complete upto plinth lcvcl,
5.22.6 Thermo-Mechanically Trcntcd bnrs of grade Fe-500D
or more. | 863.75 | KG | 95.03 ₹82,082.16 | 95.03 ₹82,082.16 |
| 8.00 | 10.1 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 8,475.25 | KG | 98.63 ₹8.4 L | 98.63 ₹8.4 L |
| 9.00 | 10.25 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 949.57 | KG | 150.84 ₹1.4 L | 150.84 ₹1.4 L |
| 10.00 | 10.25 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
10.25.1In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete | 1,325.46 | KG | 108.39 ₹1.4 L | 108.39 ₹1.4 L |
Tender Value
₹20.8 L
EMD Value
₹41,560
Closing Date
30 Mar 2026, 4:00 pmClosed
Superintending Engineer(PHE),Ghy Circle
O/o the Superintending Engineer(PHE),Ghy Circle,Bamunimaidan-21
Construction of ESR at Hatogaon Pt I PWSS under Goalpara Division under SOPD-G for the year 2025-26
2026_PHED_51770_1
SEPH/GC/TB-152/Vol-43/25-26
Open Tender
Civil Works
Hatogaon
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹41,560
Yes
O/o the Superintending Engineer(PHE),Ghy Circle
21 May 2026
9 Mar 2026
31 Mar 2026
9 Mar 2026
30 Mar 2026
16 Mar 2026
16 Mar 2026
2.6 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. 2.6.1 All kinds of soil
4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.3 1:2:4 (1 cement : 2 coalse sand (zone-III) der ived from natuial sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
5.9 Centering and shattering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
5.9 Centering and shattering including strutting, propping etc. and removal of form for 5.9.5 Lintels,beams,plinth beams,girders,bressumers and cantilevers
5.9 Centering and shattering including strutting, propping etc. and removal of form for 5.9.6 columns, pillars, piers, abutments, posts and struts
4.2 Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement Concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; íncluding pumping of concrete to site of laying, curing,carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. 4.20.1 AIl works upto plinth level 4.20.1.4 Concrete of M25grade with minimum cement content of 300 kg/cum
5.22 Steel reinforcement for R.C,C. work including straightening, cutting, bendiilg, placing In posltlon and binding all complete upto plinth lcvcl, 5.22.6 Thermo-Mechanically Trcntcd bnrs of grade Fe-500D or more.
10.1 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
10.25 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
10.25 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25.1In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete
10.19 Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
18.12 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 18.12.8 80 mm dia nominal bore 65 mm dia nominal bore
18.12 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 18.12.7 65 mm dia nominal bore
5.1(E&M) Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal/ coke and salt) as required.
5.8(E&M) Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm)
6.2(E&M) Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required.
6.4(E&M) Jointing copper / G.I. tape (with another copper/ GI tape, base of the finial or any other metallic object) by riveting/nut bolting/sweating and soldering etc as required.
1.1(E&M) Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 1.1.1 Group A
1.5(E&M) Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/recessed steel conduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
1.29(E&M) Supplying and fixing metal box of 150mm X 75mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 A socket outlet and 5/6 A piano type switch, connections, painting etc. as required.
GeM Ray Dynamics LED Aviation Lights, Warranty 12 month Ray DynamicsR (LIT32-UL)
N.S.Supply, fitting, fixing and commissioning of 30KL Zinc-Aluminum Tank (Dia 3.66m x Height 3.2m). Including GST.
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