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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹10.8 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L1₹10.8 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 3 | L1₹10.8 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 4 | L1₹10.8 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 5 | L1₹10.8 LAdmitted-Finance H NO 657 VPO KHERI MEHAM TEHSIL MEHAM DISTT ROHTAK 124112 | ROHTAK | HARYANA | 124112 | L1 | Admitted-Finance |
Tender Value
₹12.7 L
EMD Value
₹63,396
Closing Date
3 Feb 2026, 3:00 pmClosed
CHIEF ENGINEER
NNM
Road construction work with interlocking tiles and CC on side track from D 16 to D 29/2 in Ward No. 20 Meenakshipuram D Block.
2026_NNMEE_1108565_17
8783/SNV-85T/2026
Open Tender
Civil Works
Fixed-rate
60 days
MEERUT
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,360
NAGAR AYUKT NAGAR NIGAM
₹63,396
23 Feb 2026
27 Jan 2026
3 Feb 2026
27 Jan 2026
3 Feb 2026
27 Jan 2026
M-150 brick work in 1:4 one cement and four course sand . mortar in foundation and plinth including supply of all materials labour, T & P etc required for proper complition of the work
12 mm thick plaster with1:4 Cement and four course sand including supply all material and labour, T & P required for proper completion of work
Cement Concrete with 2.0 cm. gaug;e Approved stone grit coarse sand & cement in the proportion of 4:2:1 including supply of all material labour tools and plant etc required for proper completion of work
Supply and laying 53mm to 22.4mm size stone aggregate.
consolidtion of stone ballast by hand rammer i/c opening out stacks sorting kankar into three sizes,repairing patches in existing road surface with kankar making medhi to retain water and ramming and also i/c carriage of metal upto 30 mtr carriage of water 200 mtr supply and maintenance of barriers and all tools and plants required for proper completion of work ,kanker to be supplied to the contractor free at site but upto 10cm loose thick coat but excluding roller charge
Consinction of un-reinforced dowel jointed at expansion and constuction joint only plan cement concrete pavement thickness as per disign over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 (1:1.5:3) coarse and fine aggregates confirming to lS 383 maximum size of coarse aggegate not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capicity and appropriate weight batcher using approvd mix design laid in approved fixed side form work (steel channal laying and fixing of 125 micron thick polythene film wedges steel plates including levelling the formwork as per drawing) sprading the concrete with shovels, rakes compacled using needing screed and plate vibrators and finished in constinous operating including provision of contraction and expansion construction joints as per norms (M-30)
Supplying & fixing 80 mm thick Precast colour cement concrete I shape inter locking paver block ISI mark confirming to IS 15658-2006 with top layer of minimum 5 mm thickness having plan dimention 200x( 160+120mm) of op cement , smooth high gloss finish, skid resistant,manufactured from rubur moulds through vibro -compression mechanism. The compressive strength of concrete pavar block shall not be less than 40MPa and weight 4.5 kg per no. including cost of meterial, with blanket layer of 4.00cm thick fine sand including labour T& P etc required for proper completion of the work as directed by Engineer-in-charge. colour tile
S/ fixing sing board at site +all comp of work
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