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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.4 LAccepted-Finance | ₹8.4 L | L1 | Accepted-Finance Accept |
| 2 | L2₹8.5 LRejected-Finance 0 RUDRAPUR RUDRAPUR PANTNAGAR GONDA UTTAR PRADESH 271001 | GONDA | UTTAR PRADESH | 271001 | ₹8.5 L | L2 | Rejected-Finance Reject |
| 3 | L3₹8.9 LRejected-Finance | ₹8.9 L | L3 | Rejected-Finance Reject |
| 4 | L4₹9.9 LRejected-Finance | ₹9.9 L | L4 | Rejected-Finance Reject |
Tender Value
₹10.9 L
EMD Value
₹8,200
Closing Date
24 Mar 2026, 5:30 pmClosed
SANJEEV GUPTA
GWALIOR MUNICIPAL CORPORATION
Maintanence work of 50mm and 80 mm dia pipe line with fixing gate valve sluice valve etc. all material Complete work at ward no. 42 file No. 255/25x9/1
2026_UAD_484826_1
MPGMC/255/25X9/1/PHE/2025-26
Open Tender
Miscellaneous Works
30 days
PHE DEPARTMENT
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹8,200
16 Apr 2026
24 Feb 2026
26 Mar 2026
25 Feb 2026
24 Mar 2026
13 Mar 2026
Earth work in excavation for pipe trench in all kinds of rocks in area including dressing,stracking of useful material and disposal of unserviceable one upto 50m lead and lift upto 1.5m.Soft rocks with or without blasting or bituminous pavement. Ordinary Rock. Ac pipe 80 mm Dia- 10 no. ×1.50×1.00×0.30 = 4.5 HDPE 90 mm Dia- 25no. ×1.50×1.00×0.30= 11.25 GI pipe 80 mm Dia- 30no. ×1.00×1.00×0.30= 9.00 GI pipe50 mm Dia- 30no. ×1.00×1.00×0.30= 9.00
Earth work in excavation for pipe trench in all kinds of rocks in areas including dressing,water and ramming and disposal of excavated earth lead upto 50meters and lift upto 1.5m,disposal earth to be leveled neatly dressed. Ac pipe 80 mm Dia- 10 no. ×1.50×1.00×0.90 = 13.50 HDPE 90 mm Dia- 25no. ×1.50×1.00×0.90= 33.75 GI pipe 80 mm Dia- 30no. ×1.00×1.00×0.90= 27.00 GI pipe50 mm Dia- 30no. ×1.00×1.00×0.70= 21.0.0
providing laying,jointing & field testing of high density polyethylene pipes ,(HDPE) confirming to IS 4984/ 14151/12786/13488 with necessary jointing material like mechanical connector or jointing pipes by heating to the ends of ired temperature and then pressing the ends together against each other ,to form a monolithic & leak proof of joint by thermosetting process.It may be required to be done with jacks/Hydraulic jacks/ But fusion machine.(50mm& above fusion jointed &below 50mm mechanical jointed) 6kg/sq.cm 90 mm dia
Providing laying and jointing of galvanised iron (MS) Pipes with special (such as bends,elbows,tees etc) class light,medium & heavy including testing of joints, cost of pipes, specials and joint materials all complete.Pipes and sockets conforming to IS-1239/2004 Part-I &Part-II, heavy class 50 mm dia
80 mm dia
Labour for cutting following Asbestos Cement Pressure Pipes of any bype and class.80 mm dia per 80 mm dia
Labour for cutting following galvanised iron(m.s.) pipes of any type and class 50 mm dia 50 mm dia
80 mm dia
Providing & fixing detachable joints to asbestos cement pressure pipes and fittings including C.I. detachable joints confirming to IS 8794/1988 with bolts, nuts and rubber rings confirming to IS-5382 & IS-10292/88 , 15 Class 80 mm dia
100 mm dia
Providing and Fixing Gate valves Tested Confirming to 21 kg/sq.cm. 50 mm Dia
80 mm dia
Providing & fixing cast iron double flanged sluice valves as per IS : 14846-2000 fitted with cast iron cap including jointing & testing with cost of joining material such as bolts, nuts and rubber insertion etc. all complete class PN - 1.0 80 mm dia
100 mm dia
Providing and laying in position cost iron flanged spigot (tail piece) [Conform to IS 1538] heavy class. 80 mm dia
100 mm dia
Providing & fixing Nippile of minimum length 100 mm in GI pipe line including cutting,threading, testing and carriage Etc complecct. 50 mm Dia
80 mm Dia
Providing & fixing GI Elbow in GI pipe line including cutting,threading, testing Etc complecct. 50 mm Dia
80 mm Dia
Providing & fixing GI tee in GI pipe line including cutting,threading, testing Etc complecct. 50 mm Dia
80 mm Dia
Providing & fixing GI Union in GI pipe line including cutting,threading the pipe and making long screws Etc complecct. 50 mm Dia
80 mm Dia
Providing & fixing cast iron double flanged single door reflux(non return) valves including jointing & testing with cost of joining material such as bolts, nuts and rubber insertion all complete as per IS:5312 (Part I) 50mm Dia
80mm Dia
Providing & laying position cast iron plain ended tee body and branch. 80x80 mm Dia
100x80 mm Dia
100x100 mm Dia
Providing & laying equal tee confirming to IS sapecification 90 mm dia 50mm Dia
110 mm dia
Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed Ordinary Rock. 20Nosx1.60x1.30x0.30=12.48Cum
Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed All kinds of ordinary soil. 20Nosx1.60x1.30x1.20=49.92Cum
Providing and laying in position Plain cement concrete (PCC) of specified grade excluding the cost of centering and shuttering Cement concrete grade M-15 (Nominal Mix) with 20 mm maximum size of stone aggregate. 20Nosx2x(1.2+0.60)x0.20=14.4Cum
Brick work with chimney brick of class designation 40 Kgf/Cm2 in foundation and plinth level including the cost of scaffolding Cement mortar 1:4(1 cement : 4 coarse sand) For wall. 20Nos x2x(1.2+0.60)x1.20x0.20=17.28Cum
12 mm cement plaster finished with a floating coat of neat cement of mix : 2x0.90x1.20=2.16sqm 2x0.60x1.20=1.44sqm 3.6sqm x20Nos=72sqm
Providing & fixing of precast reinforced cement concrete manhole cover and frame including cost of transporting at site and all material etc. complete 560 x 900 mm size extra heavy duty.
Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in-charge.1:3:6 or richer mix
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meter, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200. Bituminous courses
Granular courses
Filling available excavated earth in trenches,plinth sides of foundation of layers not exceeding 20cm,in death including consolidation of each layer by ramming watering,lead upto 50m and lift upto 1.5m in all kind of soils.
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