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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.6 LAccepted-Finance CHHACHHRE KI POST PUNDEN SAHARANPUR | ₹44.6 L | L1 | Accepted-Finance L1 |
| 2 | L2₹46.1 LRejected-Finance GRAM POST MAWANA KHURD MAWANA MEERUT | MEERUT | UTTAR PRADESH | 245206 | ₹46.1 L | L2 | Rejected-Finance L2 |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹58 L
EMD Value
₹4.9 L
Closing Date
29 Apr 2026, 2:00 pmClosed
se pwd saharanpur
se pwd saharanpur
Construction of CC road and drain from village Kota bus stand towards primary school in Block Baliyakhedi
2026_CEMRT_1140944_2
2274/94MS-S/2026 Date 31-03-2026
Open Tender
Civil Works
saharanpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹4.9 L
7 May 2026
23 Apr 2026
29 Apr 2026
23 Apr 2026
29 Apr 2026
23 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 |
|---|---|---|---|---|---|
| 1 | 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 402. | - | Cum. | - | - |
| 2 | Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam Grade-3 specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density, as per Latest Specification. | - | Cum. | - | - |
| 3 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 (Grade-M-30), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, 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 expansion, construction joints, 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,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 | - | Cum. | - | - |
| 4 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. (DSR No. 16.91.2) | - | Sqm. | - | - |
| 5 | Providing and laying of 350mm dia N.P.-3 Humepipe | - | R.M. | - | - |
| 6 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | - | Cum. | - | - |
| 7 | Providing Plain Concrete (1:3:6) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Excluding GST | - | Cum. | - | - |
| 8 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications Clause no.600,1200&1203 | - | Cum. | - | - |
| 9 | 12 mm cement plaster: (1 cement : 4 fine sand) (DSR No. 13.1.1) | - | Sqm. | - | - |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR No. 4.1.3) | - | Cum. | - | - |
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