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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.4 LAccepted-Finance | ₹8.4 L | L1 | Accepted-Finance Accept |
| 2 | L2₹9.5 LRejected-Finance | ₹9.5 L | L2 | Rejected-Finance Reject |
Tender Value
₹12.7 L
EMD Value
₹9,516
Closing Date
20 Feb 2026, 5:30 pmClosed
Sushil katare
GWALIOR MUNICIPAL CORPORATION
Construction of C.C. Road and Drain Work From AB Road Shanker Colony Gate to Sikariya Basti Ward No. 38 Zone No. 17 File No. 726/25X3/6
2026_UAD_476820_1
MPGMC/726/25X3/6/Jan/2025-26
Open Tender
Civil Works - Others
90 days
Jankarya Deparment
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹9,516
13 Mar 2026
19 Jan 2026
23 Feb 2026
20 Jan 2026
20 Feb 2026
10 Feb 2026
2.5 Dismantling of Cement Concrete pavement by mechanical means including breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead up to 1000 meters, stacking serviceable and unserviceable materials separately as per Section-200 of the specifications.
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.. 2.6.1 All kinds of soil Drain
1.0 Transportation By Mechanical means including loading, unloading and stacking where ever necessary (5km or Part thereof) 1.1 Excavated Earth
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plane and brass threaded fitting i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall. 15 mm nominal outer dia .Pipes.
20 mm nominal outer dia .Pipes.
25 mm nominal outer dia .Pipes.
Providing, laying, jointing & testing of following P.V.C. pipes with solvent cement joint for 6, 8 and 10 kg/ sq. cm. pressures including testing of joints, cost of jointing materials etc. complete in all respect. 8 Kg/Cm2 90 mm dia.
110 mm dia.
Dismantling of manhole including R.C.C. top slab, cover with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps. 17.27.1.1 upto 45 cm deep
Providing & fixing of precast reinforced cement concrete manhole cover and frame including cost of transporting at site and all material etc. complete 17.23.7 600mm dia. Medium duty
Brick masonry work in 1:3 (1cement :3 sand) with well burnt chimney bricks (crushing strength not less than 40kg /sqcm and water absorption not more than 15%) in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications.
Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical specifications.
Providing and laying non-pressure NP3 class (Medium duty) R.C.C. pipes collar jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand).3.20(a) Size 300 mm dia meter
Providing and Laying Cement Concrete Grade M-10 with 40mm graded crushed stone aggregate, spreading the concrete by shovels mixing shall be in mechanical mixer, compacting by use of pin/plate/screed vibrators including form work by strong steel girders fixed by spikes..
19.1 Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for : 19.1.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc
Providing and Laying Cement Concrete Grade M-20 with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate / screed vibrators including form work by strong steel girders fixed by spikes,separationmembrane125micronthick,including cutting of joints @ 4 to 5 m interval and filling it with hot applied bituminous sealant (without dowel bars) (max. thickness 20 cm).
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