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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAccepted-AOC | ₹2.9 L | L1 | Accepted-AOC Found OK |
| 2 | L2₹2.9 LRejected-AOC THANA COLONY ISLAMPUR UTTAR DINAJPUR WB 733202 | ISLAMPUR | UTTAR DINAJPUR | WEST BENGAL | 733202 | ₹2.9 L | L2 | Rejected-AOC Found OK |
| 3 | L3₹2.9 LRejected-AOC | ₹2.9 L | L3 | Rejected-AOC Found OK |
| 4 | L4₹2.9 LRejected-AOC BHAGAWANPUR GOAGAON GOALPOKHER U D | GOALPOKHER | UTTAR DINAJPUR | WEST BENGAL | ₹2.9 L | L4 | Rejected-AOC Found OK |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹3.0 L
EMD Value
₹5,800
Closing Date
20 Jan 2026, 9:00 amClosed
Prodhan Sahapur-I
Sahapur, U/D, WB
Construction of community segregation unit in Khalilur Rahman land at Lohagachhi
2026_ZPHD_984603_2
07/SAHA-I/15THFC/TIED/25-26
Open Tender
CIVIL WORKS
45 days
Lohagachhi
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Prodhan Sahapu-I GP
₹5,800
Yes
6 Mar 2026
7 Jan 2026
22 Jan 2026
7 Jan 2026
20 Jan 2026
7 Jan 2026
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.
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. (b) River bazree
Reinforcement f or 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. I. SAIL/ TATA/RINL.
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.
Brick work with 1st class bricks in cement mortar (1:6) a) In foundation and plinth
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] ii) with 1:4 cement morter ( b) 15 mm thick plaster
Neat cement punning about 1.5 mm thick in wall, dado, window sill, floor etc.
Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification . (iii) Two coats (Page No.- 197 Item No. - 15)
M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1968 & IS: 1161- 1998 cnnected to one another with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size, fabrication with necessary metal arc welding conforming to IS: 816- 1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour reqired for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural tubular memebrs as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a height of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof i) For trusses spanning up to 12.00 m
Galvanised corrugated iron sheet work (excluding the supporting frame work) fitted and fixed with 10 mm. dia J or L hook-bolts, limpet and bitumen washers and putty complete with 150 mm. end lap and one corrugation minimum side lap. (Payment to be made on area of finished work)(GCI sheet to be supplied by contractor) a) With 0.60 mm thick sheet
Galvanised iron sheet ridging fitted with necessary bolts, screws, washers etc complete.(225mm end lapping)
(a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor (i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr
a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc
(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : b) On steel or other metal surface : (iv) Two coats (with any shade except white)
Display Board, Painting, IEC Activites Etc
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