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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹26.8 LAdmitted-Finance | -9.99% | ₹26.8 L | L1 | Admitted-Finance |
| 2 | L2₹29.7 LAdmitted-Finance | -0.10% | ₹29.7 L | L2 | Admitted-Finance |
| 3 | L3₹29.9 LAdmitted-Finance | +0.50% | ₹29.9 L | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical documents are not correct |
Tender Value
₹29.8 L
EMD Value
₹3.0 L
Closing Date
21 Feb 2026, 2:00 pmClosed
Executive Officer
Nagar Palika Parishad Modinagar
WARD 29 MOH. ADARSH NAGAR ME GOL GATE SE HARSHAVARDHAN KE MAKAN TAK VA MANOJ SE VINOD NEHARA KE MAKAN TAK HOTAMIKS SADAK VA DR HARSHAVARDHAN SE TIRANGA GALI TAK ATHAVA HANUMAN MANDIR VALI GALI ME NALI VA C.C. ROAD KA NIRMAN KARY.
2026_DOLBU_1112595_28
1794/NPPM/15va/E-Tender/2026
Open Tender
Civil Works
90 days
Modinagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,540
Executive Officer
₹3.0 L
10 Mar 2026
5 Feb 2026
21 Feb 2026
5 Feb 2026
21 Feb 2026
5 Feb 2026
Providing laying, spreading and compaction stone aggregates of 22.4-53 mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling wih smooth wheel roller 80-100 kn
Providing laying, dense graded bituminous macadam with higher capacity batch type HMP using grushed aggregates of specified grading, premixed with bituminous binder (VG-30) @4.5 per cent by ewight of total mix and filler
Providing and applying tackcoat with VG-10 bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg. per sqm. On the prepared bituminous/ granular surface cleaned with mechanical broom.including all type of materials, labour, tools & plants, taxe, octroi ,vat ,toll,etc.but excluding GST for proper completion of work as per direction Engineer-in-charge.
(BC Gr-II) Providing and laying bituminous concrete (Gr-II) with Higher Capacity batch type hot ,ix plant using crushed aggregates form approved quarry of specified grading, premixed with bituminous binder (VG-30) @5.40 percent of mix
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes.
Reflective Raised Pavement Markers (Cat Eye/Road Stud) Supply and fixing of raised pavement marker with Made of Plastic body of RPM/ Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Imoact Polystyrene) or Acryloniitrite Butadien Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280.
R.C.C Work 1:1.5:3 in cement c.sand and 20 mm stone grit in door sills, chaukhat, boundry post etc as per si no 282(a) for Road xing
M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage. Bend hooks, and authorised overlapping shall be measured and including cost of bindng wire.
Dismantling of Cement Concrete of 1:3:6 or Richer including disposal of the material as per direction of the Engineer in charge
Construction of granular sub base by providing well graded material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achive desire density complete as per technical specification clause as per MORD 401
Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with grade cementcoarse aggregate not exceeding 25 mm, laid in approved fixed side formwork (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 construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and finished with Power Trowel Cum Floter-Trimix Flooring Machine.Technical Specification Clause 1501.
P.C.C work in 1:6:12 Cement, f/ sand, and 40 mm brick ballast including supply of all materials, labour , T & P etc. As per S.I.No 273
M-150 Class B/W in 1:4 cement, coarse sand 1.25 F.M motar in foundation and plinth including supply of all materials, labour , T & P etc. As per P.W.D. S.I. No. 305(a)
P.C.C work in 1:2:4 Cement, c/ sand, and 20 mm stone grit including supply of all materials, labour , T & P etc. As per S.I.No 279(a)
12 mm thick plaster in 1:4 cement and coarse sand mortar on brick work minimum thickness not to be less than 1 cm. including supply of all materials, labour,T & P etc. As per SI No 584(a)
Supply and fixing of Granite stone with complete work details engraved
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