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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.1 LAccepted-AOC | ₹9.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹9.7 LRejected-AOC | ₹9.7 L | L2 | Rejected-AOC L2 |
| 3 | L3₹9.8 LRejected-Finance 294 GORKHARA SONARPUR 700150 WEST BENGAL | 24 PARAGANAS SOUTH | WEST BENGAL | 700150 | ₹9.8 L | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical not okey |
Tender Value
₹9.7 L
EMD Value
₹19,370
Closing Date
15 Dec 2025, 11:00 amClosed
CHAIRMAN
RAJPUR SONARPUR MUNICIPALITY, HARINAVI HEAD OFFICE.
Repair Upgradation Work of Under Ground Pipe Line
2025_MAD_950281_1
WBMAD/ULB/RSM/1922/25-26
Open Tender
CIVIL WORKS
90 days
HARINAVI
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹19,370
Yes
18 Feb 2026
21 Nov 2025
17 Dec 2025
21 Nov 2025
15 Dec 2025
21 Nov 2025
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing,spreading or stacking the spoils within a lead of 75 m.as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm.
Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm.including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)(a) With earth obtained from excavation of foundation
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation.(a) 1:3:6 proportion
Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) Pakur Variety
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel II.SW/JSPL/SHYAM/SRMB/BMASL/ELECROSTEEL/SSL
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface](i) With 1:6 cement mortar (b) 20 mm thick plaster, E
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
Laying of R.C.C. pipe with spigot - socket/Roll on jointed pipe, lowering the same into the trench laying on the bed in trenches in prescribed gradient,depth and alignment, filling the end grooves with necessary bitumastic compound, filling caulking space with tarred gasket or with rubber gasket of appropriate size & covering with cement mortar (1:2) & testing the joints etc. complete as per drawing, specification including carriage of pipes from site stacks to the place of laying etc. & as per direction of the Engineer-in- charge.(Payment to be made on the basis of actual finished length of the pipe line). 450 mm dia
Laying of R.C.C. pipe with spigot - socket/Roll on jointed pipe, lowering the same into the trench laying on the bed in trenches in prescribed gradient,depth and alignment, filling the end grooves with necessary bitumastic compound, filling caulking space with tarred gasket or with rubber gasket of appropriate size & covering with cement mortar (1:2) & testing the joints etc. complete as per drawing, specification including carriage of pipes from site stacks to the place of laying etc. & as per direction of the Engineer-in- charge.(Payment to be made on the basis of actual finished length of the pipe line). 300 mm dia
COST OF SPIGOT / SOCKET TYPE OF PIPE WITH RUBBER GASKET CLASS - NP3 450 mm dia(75MM THICK 2.5M LENGTH)
COST OF SPIGOT / SOCKET TYPE OF PIPE WITH RUBBER GASKET CLASS - NP3 300 mm dia(40MM THICK 2.5M LENGTH)
Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D) (viii) 5 MT load bearing capacity gully pit cover with frame and hinge arrangement for opening of size Cover: 470 mm X 420 mm X 80 mm Frame: 590 mm X 550 mm X 170 mm opening: 380mm x 305mm Weight: 100 kg (approx)
Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D) i) 15 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size Cover: 460 mm X 75 mm Frame: 620 mm X 150 mm opening: 360mm Weight: 100 kg (approx)
Labour Welfare Cess @ 1%
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