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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹83.8 LAdmitted-Finance | -0.75% | ₹83.8 L | L1 | Admitted-Finance |
| 2 | L2₹83.9 LAdmitted-Finance | -0.70% | ₹83.9 L | L2 | Admitted-Finance |
| 3 | L3₹84.4 LAdmitted-Finance | -0.10% | ₹84.4 L | L3 | Admitted-Finance |
| 4 | Rejected-Technical UPPER MANGWAIN 272 11 MANGWAIN MANDI HIMACHAL PRADESH 175001 | MANDI | HIMACHAL PRADESH | 175001 | - | - | - | Rejected-Technical Documents are not correct |
| 5 | Rejected-Technical GRAM JANI KHURD MEERUT | - | - | - | Rejected-Technical Documents are not correct |
Tender Value
₹84.5 L
EMD Value
₹6.2 L
Closing Date
16 May 2026, 2:00 pmClosed
Executive Officer
Nagar Palika Parishad Modinagar
WARD NO. 21 MOH. VAISHALI ENKALEV MEIN BAMBE SE DHARMESH KE MAKAN TAK, SUNDAR SE OMAPAL KE MAKAN TAK VA VAISHALI CONFECTIONARY SE MAHENDRA KE MAKAN TAK VA SAHAYAK GALI MEIN C.C. ROAD VA NALI KA NIRMAN KARY.
2026_DOLBU_1140734_7
88/NPPModinagar/ETender/2026
Open Tender
Civil Works
120 days
Modinagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,030
Executive Officer
₹6.2 L
25 May 2026
24 Apr 2026
16 May 2026
24 Apr 2026
16 May 2026
24 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Dismantling of CC or brick or Granolithic Floors i/c base concrete & stacking of material as per engineer in charge | - | Sqm | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | Dismantling of old flat kharanja(old interlock tiles stacking of material as per engineer in charge | - | Sqm | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | Cartage of all waste debris and malwa | - | Sqm | - | - | BI01010001010000000000000515BI0100001117 |
| 4 | 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 | - | Cum | - | - | BI01010001010000000000000515BI0100001115 |
| 5 | 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) | - | Cum | - | - | BI01010001010000000000000515BI0100001116 |
| 6 | concrete work in 1:6:12 Cement, c/ sand, and 40 mm brick ballast including supply of all materials, labour , T & P etc. As per S.I.No 273 | - | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 7 | 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. | - | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 8 | 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) | - | sqm | - | - | BI01010001010000000000000515BI0100001119 |
| 9 | 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) | - | cum | - | - | BI01010001010000000000000515BI0100001129 |
| 10 | 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 | - | cum | - | - | BI01010001010000000000000515BI0100001129 |
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