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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₹9.7 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹9.9 L+₹18,159.11 (1.86%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹10.2 L+₹42,707.24 (4.38%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹11.3 L+₹1.6 L (16.0%)Admitted-Finance SUBASHGRAM DIGLIPUR | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SHRI. BINOY SARKAR L2 | P L PALANIVELU L4 | MANOJ PAUL L3 | Rajesh Halder L1 |
|---|---|---|---|---|---|---|---|
| 1.00Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: | |||||||
| 1.01 | G.S. Sheet | 3.78 | sqm | 20 ₹75.6 | 600 ₹2,268 | 10 ₹37.8 Lowest | 50 ₹189 |
| 1.02 | Asbestos Cement sheet | 23.94 | sqm | 40 ₹957.6 | 550 ₹13,167 | 10 ₹239.4 Lowest | 40 ₹957.6 |
| 2.00 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | 1.26 | sqm | 10 ₹12.6 Lowest | 450 ₹567 | 10 ₹12.6 Lowest | 50 ₹63 |
| 3.00 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. | 227.41 | kg | 5 ₹1,137.03 Lowest | 110 ₹25,014.66 | 17 ₹3,865.9 | 20 ₹4,548.12 |
| 4.00Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. | |||||||
| 4.01 | For thickness of tiles 10 mm to 25 mm | 42.64 | sqm | 10 ₹426.4 Lowest | 1,200 ₹51,168 | 23 ₹980.72 | 60 ₹2,558.4 |
| 5.00Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | |||||||
| 5.01 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 3.28 | cum | 600 ₹1,968 | 800 ₹2,624 | 220 ₹721.6 Lowest | 1,800 ₹5,904 |
| 6.00Earth 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. | |||||||
Tender Value
₹14.1 L
EMD Value
₹28,115
Closing Date
20 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
Improvement of Bus stand and Roofing of Khudiram Boss statue at Khudirampur ward No. 01 under Gram Panchayat, Diglipur.
2026_RDPRI_21456_1
169/EE/PRI/NMA/MB/25-2026
Open Tender
Civil Works - Buildings
Works
90 days
Diglipur
Refer Tender Document
5 documents required · 5 mandatory
₹500
Executive Engineer PRI NMA Mayabunder
₹28,115
21 Jan 2026
13 Jan 2026
20 Jan 2026
13 Jan 2026
20 Jan 2026
13 Jan 2026
G.S. Sheet
Asbestos Cement sheet
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge.
For thickness of tiles 10 mm to 25 mm
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
All kinds of soil.
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
Thermo-Mechanically Treated bars of grade Fe-500D or more.
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
Foundations, footings, bases of columns, etc. for mass concrete
Suspended floors, roofs, landings, balconies and access platform
Columns, Pillars, Piers, Abutments, Posts and Struts
Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
Hot finished welded type tubes
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.
Two or more coats on new work
Providing and fixing bolts including nuts and washers complete.
Extra for providing and fixing wind ties of 40x 6 mm flat iron section.
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness 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.
Light shade pigment using white cement
Size of Tile 600x600 mm
1:4 (1 cement: 4 fine sand)
New work (three or more coats)
Granite stone slab colour black, Cherry/Ruby red
Area of slab over 0.50 sqm
Two or more coats on new work
New work (two or more coats) over and including water thinnable priming coat with cement primer
New work (Two or more coats applied @ 3.84 kg/10 sqm)
Providing and laying hollow cement concrete hollow walling 200mm thick consistiing of hollow block of size 400mm x 200mm x 200mm of mix 1:3:6 (1 cement : 3 Pulverised sand : 6 graded stone aggregate 10 mm nominal & sown size laid in cement mortar 1:6 (1 Cement : 6 Pulverised sand) upto-floor-V level.
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick stone aggregate 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
Providing and fixing in position eave or facia board with 20 mm thick non asbestos plain sheet of HILUX Board and 30cm wide including nailing etc. Complete as per the direction of Engineer-in-charge.
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