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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.9 LAdmitted-Finance GOVT CONTRACTOR PORT BLAIR | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744101 | L1 | Admitted-Finance | |
| 2 | L2₹22.3 L+₹1.5 L (7.04%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹22.7 L+₹1.9 L (8.91%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹22.9 L+₹2.1 L (9.92%)Admitted-Finance | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | K RAJAN L3 | SUBHASH CHANDRA MONDAL L2 | KUMARESH MONDAL L1 | LAKIH KANTA BALA L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Providing and laying Hollow Cement concrete hollow walling 150mm thick consisting of hollow block of size 400x100x200mm of mix 1:3:6 (1 cement,3 Pulverized sand, 6 grade stone aggregate 10mm nominal & sown size laid in cement mortar 1:6 (1 cement: 6 Pulverized sand) upto floor-V level. | 28.14 | Cum | 11,800 ₹3,32,052 | 11,500 ₹3,23,610 | 13,000 ₹3,65,820 | 10,500 ₹2,95,470 Lowest |
| 2.00 | 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(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). | 2.33 | Cum | 14,500 ₹33,785 | 14,500 ₹33,785 | 16,000 ₹37,280 | 13,500 ₹31,455 Lowest |
| 3.00Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | |||||||
| 3.01 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | 529.84 | Kg | 100 ₹52,984 Lowest | 120 ₹63,580.8 | 120 ₹63,580.8 | 110 ₹58,282.4 |
| 4.00Centering and shuttering including strutting, propping etc. and removal of form for : | |||||||
| 4.01 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | 46.58 | Sqm | 300 ₹13,974 Lowest | 550 ₹25,619 | 400 ₹18,632 | 550 ₹25,619 |
| 5.00Steel 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. | |||||||
| 5.01 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete. | 477.44 | Kg | 160 ₹76,390.4 Lowest | 180 ₹85,939.2 | 190 ₹90,713.6 | 180 ₹85,939.2 |
| 6.0012 mm cement plaster of mix : | |||||||
| 6.01 | 1:4 (1 cement: 4 fine sand) | 669.06 | Sqm | 480 ₹3,21,148.8 | 520 ₹3,47,911.2 | 400 ₹2,67,624 Lowest | 475 ₹3,17,803.5 |
Tender Value
₹27.9 L
EMD Value
₹55,890
Closing Date
30 Jan 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer PRI NMA Mayabunder
Office of Executive Engineer PRI NMA Mayabunder
Providing of Cement Concrete walling and finishing of Rooms on First Floor of Old Shopping Complex at Uttara Bazaar under Gram Panchayat, Uttara.
2026_RDPRI_21631_1
180/EE/PRI/NMA/MB/25-2026
Open Tender
Civil Works - Others
Works
180 days
Uttara
Refer Tender Document
5 documents required · 5 mandatory
₹500
Executive Engineer PRI NMA Mayabunder
₹55,890
31 Jan 2026
24 Jan 2026
30 Jan 2026
24 Jan 2026
30 Jan 2026
24 Jan 2026
Providing and laying Hollow Cement concrete hollow walling 150mm thick consisting of hollow block of size 400x100x200mm of mix 1:3:6 (1 cement,3 Pulverized sand, 6 grade stone aggregate 10mm nominal & sown size laid in cement mortar 1:6 (1 cement: 6 Pulverized sand) upto floor-V level.
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(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources).
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.
Centering and shuttering including strutting, propping etc. and removal of form for :
Lintels, beams, plinth beams, girders, bressumers and cantilevers
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.
In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete.
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
40 mm thick with 20 mm nominal size stone aggregate
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.
80x1.25 mm M.S. laths with 1.25 mm thick top cover.
Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately).
Providing and fixing 6 mm dia. G.I. level adjusting hangers (upto 1200mm length), fixed to roof slabs by means of ceiling cleats made out of G.I. flat 40x3mm size 60 mm long and stainless steel expandable dash fastener of 12.5 mm dia and 50 mm long, complete as per direction of Engineer -in-charge.
Providing and fixing plain multipurpose cement board (High pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete (frame work to be paid separately).
6 mm thick Cement fiber board, Type-B, Category-Ill as per IS: 14862:2000
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
Water thinnable cement primer.
Finishing walls with water proofing cement paint of required shade :
New work (Two or more coats applied @ 3.84 kg/10 sqm).
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade.
New work (two or more coats) over and including water thinnable priming coat with cement primer.
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
Two or more coats on new work.
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
Electric resistance or induction butt welded tubes.
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS:277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade:
Two or more coats on new work.
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