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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹10.7 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L1₹10.7 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 3 | L1₹10.7 LAdmitted-Finance H NO 657 VPO KHERI MEHAM TEHSIL MEHAM DISTT ROHTAK 124112 | ROHTAK | HARYANA | 124112 | L1 | Admitted-Finance | ||
| 4 | L1₹10.7 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 5 | L1₹10.7 LAdmitted-Finance | L1 | Admitted-Finance |
Tender Value
₹12.6 L
EMD Value
₹63,199
Closing Date
20 Jan 2026, 3:00 pmClosed
CHIEF ENGINEER
NNM
Construction of drain and CC road from Tejveer house to Green Ambe C Hotel in Ward-38 Sarthak City
2026_NNMEE_1104821_19
8715/SNV-80T/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
₹63,199
5 Feb 2026
12 Jan 2026
20 Jan 2026
12 Jan 2026
20 Jan 2026
12 Jan 2026
Excavation in foundation in water and liquied mud including lift upto 1.50m and lelad upto 30 m. and including filling watering and ramming of excavated earth into the trenches and into the space bitwiin the building and the side of foundation ttrenches or into the plinth and removel and disposal og surplus eartth sa E/I
Concrete with 4 cm. gauge Brick Ballast fine sand of 1.25 F.M. and cement in proportion are 12:6:1 in foundation and under floors, including supply of all materials, labour. T & P etc. Required for proper completion the work SI no.273.
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 1:4 with Cement and four course sand including supply all material and labour, T & etc.
Cement Concrete with 4 cm gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
RCC 1:1.5:3 in slab with cement coarse sand and grit 2 cm. gauge.
Mild steel or iron such as in plane reinforcement concrete.
Supply stacking and laying and 53mm to 22.4mm size stone aggregate. compction
Laying spreading and consolidation of 12 cm (loose) thick coat of stone ballast but excluding roller charge As per SI no 755 b
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain 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 (1:1½:3) coarse and fine aggregates confirming to IS 383 maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels.rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints as per norms, applying debonding strips primer, sealant, dowel bars, near approaches to bridge/ culvert and construction, joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (Where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 including Cost of Polythene Sheet and Dowel bar and also including complete shifting of matrials & Concrete etc.(M-20)Same as above but when thikness of CC is less then 20 cm. (without dowel Bar)
Trimix for C.C. road etc.including hire & fuel charges of concrete floter + all comp.of work
Providing & appling concrete hardner on C.C. road top surface etc all comp.of work
Providing and filling in position rubbererized bitumen hot sealing compound for sealing of expansion joint in road /pavement including Groov cutting as per norms etc All as per direction of ingineer in charge
S/ fixing shine board at site +all comp of work
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BOQ_2038748.xls
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