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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.3 LAdmitted-Finance | -1.00% | ₹2.3 L | L1 | Admitted-Finance |
| 2 | L1₹2.3 LAdmitted-Finance | -1.00% | ₹2.3 L | L1 | Admitted-Finance |
Tender Value
₹2.4 L
EMD Value
₹4,720
Closing Date
3 Feb 2026, 6:00 pmClosed
PROJECT OFFICER SWACH PROJECT BANSWARA
PROJECT OFFICER SWACH PROJECT BANSWARA
VIDHYUTH PANEGHAT NIRMAN WORK AT PARISAR SHRI RAM SR SEC SCHOOL MOHKAMPURA VILLAGE KUSHALGARH
2026_SWACH_532837_2
NIT NO 156-165/2025-26
Open Tender
Civil Works
BANSWARA
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
AS PER TENDER DOCUMENT
₹4,720
5 Feb 2026
28 Jan 2026
4 Feb 2026
28 Jan 2026
3 Feb 2026
28 Jan 2026
PART "A" NON BSR Item
Providinf and fixing of fabricated PSP stand 6 mm thick(square 150mm*150mm) MS sheet galvanised 600 mm high
Providing and fixing of self closing taps dia 20 mm
HDPE Pipe dia 32 mm for lowering
PIPE accessaries
Rope for holding lowering and pump
Cable TIE
PVC flexible pipe for cabling
ANTI theft nut -bolt for solar plates
Solar PV connector MC 4 ( male+female+lugs)
installation labour
wooden pallet
Earthing electrode
PART "B" CIVIL WORK
Earth work in excavation by mechanical means (hydraulic excavator ) / manual means in foundation trenches of\ drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in lead of 50 meter. All kinds of soils
providing and laying in position cement concrete including- curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering- All work up to plinth level. 1:4:8 (1 cement :4 coarse sand: 8 graded stone aggregate 40 mm nominal size)
providing and laying in position cement concrete including- curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering- All work up to plinth level.M20 grade
Centering & shuttering with plywood or steel sheets including struting & proping bothway and removal of form work for foundation in basements, rafts, footing, straap beams, bases of columns etc.upto plinth level.
structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting ) , fixing in position and applying a priming coat of approvaed steel primar all complete.
P&F PVC Storage Tank ISI Marked (IS: 12701 indicating the BIS license NO), of approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm long wash out pipe with plug & socket, including making connection etc. complete of approved design : 1000 litres capacity.
Construction of Soakage well in all types of soil of approved drawing, top 90 Cm . Portion in 450 mm thick masonry with CM 1:6 , 80 mm thick stone slab covering, jointing of slab in CM 1:3, Ralthal, Kharanja 40 mm thick M-15 grade C.C flooring, earth work etc. complete including disposal of surplus earth within a lead of 50mtr. Inner dia 90 Cm & 10 to 12Mtr deep.
P&F rigid PVC Pipe (IS: 4985 mark) class II (4 Kg / Cm2 ) approved quality / make including joining the pipe with solvent cement rubber ring and lubricant.110 mm dia
Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 12 mm thick.
Lettering with black Japan paint of approved brand and manufacture.
P& F GI Pipes (External work ) with G.I fittings excluding union (IS : 1239 Mark ) Including trenching & refilling earth etc. 20 mm dia nominal bore 'B' Class
P& F GI Pipes (External work ) with G.I fittings excluding union (IS : 1239 Mark ) Including trenching & refilling earth etc. 32 mm dia nominal bore 'B' Class
P& F full- way Value(IS :778 Mark) or wheel value of approved make :
(-do-) 20 mm nominal bore
(-do-) 32 mm nominal bore
Supply & fixing G.I union ISI marked in G.I. pipe line as required complete in all respect of size :
(-do-) 20 mm nominal bore
(-do-) 32 mm nominal bore
PART "C" 125 MM TUBEWELL
Constructon of TubeWell 125 mm dia up to 150 mtr depth and above in all type of rocks by DTH system and incuding over burden and boulders to accommodate casing pipe in all type of soils and over burden including lowering of casing pipe , but excluding cost of casing pipe as per IS:2800 (Part I & II) 1979 as amended up to date as per specification . The Work would be completed after obtaining sand free water. The Tube well should have a through out bore as per nominal dia of casing pipe.
In Hard Rock
Supply of ERW MS black casing pipe of 125 mm dia nominal bore ISI mark IS(4270/01).
Supply and Fixing of the Tube well cover of MS Sheet.
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