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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAccepted-AOC JOGINDER NAGAR | AMRITSAR | PUNJAB | 143001 | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹2.8 L+₹1,018.14 (0.36%)Rejected-AOC VILL KHUDDAR P O BASSI JOGINDER NAGAR DISTT MANDI H P | L2 | Rejected-AOC L2 | |
| 3 | L3₹2.9 L+₹11,665.57 (4.18%)Rejected-AOC | L3 | Rejected-AOC L3 |
Tender Value
₹2.9 L
EMD Value
₹2,949
Closing Date
23 Feb 2024, 1:00 pmClosed
Resdient Engineer
Bassi Power House Division HPSEBL Jogindernagar
Tender for construction of soak pit for sewerage line of HPSEBL Colony at Bassi under Bassi Power House Division HPSEBL Joginder Nagar
2024_HPSEB_86332_1
REB/DB-TENDER(C)-13/2023-23
Open Tender
Civil Works
Item Rate
25 days
Bassi Power House Jogindernagar
As per bid document
7 documents required · 7 mandatory
₹590
₹2,949
28 Feb 2024
17 Feb 2024
23 Feb 2024
17 Feb 2024
23 Feb 2024
17 Feb 2024
17 Feb 2024 - 23 Feb 2024
Amount
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. Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil 50 %.
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, 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 up to plinth level : 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Suspended floors, roofs, landings, balconies and access platform
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Edges of slabs and breaks in floors and walls Under 20 cm wide
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size).
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
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.
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand)
Stone filling behind retaining walls.
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
Providing, laying and jointing UPVC pipe 200 mm dia confirming to 4 kg / cm2 pressure complete in all respect.
Providing, laying and jointing UPVC pipe 110 mm dia confirming to 4 kg / cm2 pressure complete in all respect.
Providing and fixing UPVC vent Cowl 110 mm dia complete in all respect.
Brick aggregate 50 mm thick nominal size.
DHARAM VIR
Nikhil vinu thakur
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