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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹17.2 LAdmitted-Finance | -0.15% | ₹17.2 L | L1 | Admitted-Finance |
| 2 | L2₹17.3 LAdmitted-Finance | -0.01% | ₹17.3 L | L2 | Admitted-Finance |
| 3 | L3₹17.4 LAdmitted-Finance | +1.00% | ₹17.4 L | L3 | Admitted-Finance |
Tender Value
₹17.3 L
EMD Value
₹1.7 L
Closing Date
6 Jan 2026, 5:00 pmClosed
EO,Nagar Panchayat Patla
Nagar Panchayat Patla
Nagar Panchayat Patla mai vandana Yojna ke antargat Prachin Shiv Mandir ke renovation ka karya
2025_DOLBU_1099788_1
225/N.P.P/etender/2025-26
Open Tender
Civil Works
90 days
Patla
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,035
EO,Nagar Panchayat Patla
₹1.7 L
20 Jan 2026
17 Dec 2025
7 Jan 2026
17 Dec 2025
6 Jan 2026
17 Dec 2025
Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors,including supply of all materials, labour, Tools& plants etc. required for proper completion of the work
Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 including bending for proper and necessary completion of the work and including supply of steel and wastages, bends, hooks and authorised overlapping shall be measurised as per direction of Engineer-in-charge.
R.C.C. work with Cement approved coarsesand and 2 3/4") gauge approved stoneballast in the proportions of 1:1.5:3 in lintels fodoors and windows excluding supply einforcement and its binding but including itsfixing and binding the same with 24 B.W.G.G.I., binding wire and including necessarycentering and shuttering etc. and also includingsupply of all materials, labour and T & P etc.required for proper pletion of the work.Excluding cost of Binding wire.
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30(Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed sideformwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges,steel plates including levelling theformwork as per drawing), spreading the concrete with shovels, rakes, compa cted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and finished with Power Trowel Cum Floter-Trimix Flooring Machine.
Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors.
Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 including bending for proper and necessary completion of the work and including supply of steel and wastages, bends, hooks and authorised overlapping shall be measurised as per direction of Engineer-in-charge.
R.C.C. work with Cement approved coarsesand and 2 3/4") gauge approved stoneballast in the proportions of 1:1.5:3 in lintels fodoors and windows excluding supply einforcement and its binding but including itsfixing and binding the same with 24 B.W.G.G.I., binding wire and including necessarycentering and shuttering etc. and also includingsupply of all materials, labour and T & P etc.required for proper pletion of the work.Excluding cost of Binding wire.
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.
Supply and fixing of Galvanized corrugated iron roofing in position including supply of all materials, labour, tools & plants etc required for proper completion of work and including wastage. 1.0MM mm thick
Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 0.80 mm thick with zinc coating not less than 275 gm/m²
Providing valleys of 90cm wide overall in plain G.S. sheet fixed with polymer coated J, or L hooks, bolts and nuts 8 mm dia GI limpet and bitumen washers complete. 1.60mm thick with zinc coating not less than 350gm/m2
Cement Concrete with 2 cm gauge approved stone ballast, coarse sand & cement in theproportion of 4:2:1 including supply of allmaterials, labour, Tools & plants etc.
P.V.C Pipe (6 kg.Sqcm pressure kissan/supreme
Painting roofs or other ironwork in large areaswithonecoatprimingandonecoatof approved(aboveoneSq.Metre)paint(Britishantesol orequivalent) includingsupplyof all materials, labour,Tools&plantsetc. required forpropercompletionof thework.Paint tobe used should confirm the ISI no. 103-109
Providing and fixing 27.5cm long wire spring grade 2 for rolling shutters.
Supply & fixing steel tubular pole 9.50 Metre long designated 410 SP-39 in 1:3:6 cement concrete foundation including excavation back filling etc. complete in all respect
Supply & fixing of 75 mm x 90 mm shackle insulator /100 mm x 65 mm pin insulator including G.I. Bolts / spindle nuts etc. complete in all respect.
Painting of the electric pole with 2 coats of aluminium paint over red oxide primer complete in all respect.
S&F of 32 Amp. four pole change over switch on 25mm x 25mm x 3mm angle iron frame, including the cost of labour, T&P, painting and other material required for proper completion of the work as per direction and satisfaction of Engineer in charge.
Supply & fixing of wall roof type service bracket of 50 mm dia 4 Meter long fabricated from class "B" G.I. pipe complete with two bends, sockets, wall clamps. 7/3.15 mm G.I. stay wire, stay insulators etc. complete in all respect.
Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 140 to 150 Watt. Confirming to IP 66 protection complete in all respect.
Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc
Supply and burying of 600mm x 600mm x 6mm G.I. plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I. pipe and funnel for watering and one earthing lead of two no. 8 to 10 SWG GI wire in 15mm dia G.I. pipe up to switch board (from appron to switch board the cost of G.I. pipe and G.I. wire will be extra) 30cm square C.I. frame with hinged cover masonry housing alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of Engineer-in-charge complete in all respect.
S&F of 32 Amp. 240 V SPN metal clad rewireable type switch fuse unit on M.D.F.E.G. / Teak wood board complete in all respects.
Supply and Wiring of submains with two nos. of 2.5 sq. mm.FRLSH PVC insulated 1100 V grade single core multistrand copper conductor cable in existing conduit complete with supply of all material labour and T&P required for proper completion of the work as directed at site by Engineer in charge.
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