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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.7 LAccepted-Finance | ₹32.7 L | L1 | Accepted-Finance accepted due to lowest rate |
| 2 | L2₹33.1 L+₹33,739.17 (1.03%)Rejected-Finance | ₹33.1 L+₹33,739.17 (1.03%) | L2 | Rejected-Finance rejected being higher rate |
| 3 | L3₹33.4 L+₹67,478.34 (2.06%)Rejected-Finance SHRI AWADHESH CONSTRUCTION AND SUPPLIER PROP MEENA SHARMA WIFE OF AWADHESH KUMAR SHARMA CONTRACTOR ADDRESS 18 47 NAYA 6 16 JAGANI KHEDA GANGAGHAT SHUKLAGANJ UNNAO | UNNAO | UTTAR PRADESH | 209801 | ₹33.4 L+₹67,478.34 (2.06%) | L3 | Rejected-Finance rejected being higher rate |
| 4 | Rejected-Technical | - | - | Rejected-Technical EMD NOT SUBMITTED |
Tender Value
₹33.7 L
EMD Value
₹3.4 L
Closing Date
26 Aug 2026, 5:00 pmClosed
EXECUTIVE OFFICER
NAGAR PALIKA PARISHAD GANGAGHAT UNNAO
Construction of a CC road and covered drain in Ali Nagar Ward No. 18, extending from Sardar Hussain house to Aenish house.
2026_DOLBU_1174513_1
3143/NPP/NIRMAN/CMVNY/2026-27 DT-01-08-2026
Open Tender
Civil Works
Percentage
180 days
NAGAR PALIKA PARISHAD GANGAGHAT UNNAO
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,981
EXECUTIVE OFFICER
₹3.4 L
16 Sept 2026
4 Aug 2026
27 Aug 2026
4 Aug 2026
26 Aug 2026
4 Aug 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 | Excavating, supplying, stacking and filling of local earth by mechanical transport up to a lead of 5km also inramming and watering of the earth in layers not exceeding 20cm in faundation treches, plinth sides of foundation all com. wrok etc. Dsr code 2.25(a)(0.80+0.90+1.20/3= 1mt) | - | M3 | - | - |
| 2 | Construction of dry lean cement concrete Sub-base over a perpared sub-gard with coars and fine aggregate conforming to 15:383, the size of coasre aggregate not exceeding 25mm, aggregate cement ratio not exceed 15:1, agregate gardation after blending to be as per table 600-1, cement content not to be less than 150kg/ cum, optimum moisture content to be determined during trial length contruion, concrete strength not to be less than 150kg/cum, opitmum moisture content to be determined during trail lenth contruction all com. work etc. As per Morth Ref. no 601 | - | m3 | - | - |
| 3 | Brick work with common burnt clay F.P.S. (non modular) brickes of class designation 7.5in foundation and plinth in: cement mortar 1:4 (1cement:4 c.Sand) (DSR code 6.1.1) | - | m3 | - | - |
| 4 | R.C.C Work 1:1.5:3(1cement, 1.5c/sand,3 graded stone aggregate 20mm nominal size derived frome natrul sorces) all com. Wrok etc. DSR code 5.2.2+5.9.2) | - | M3 | - | - |
| 5 | M.S Iron wrok such as plain work for reinfocement complete to requried shape & size necessory cutting i/c supply of all material labour T& P etc.(DSR 5.22B) | 1 | qtl | - | - |
| 6 | P/L in postion cement concrete of specified garde excluding the cost of centring and shuttering 1:2:4 (1cem. 2 c/sand (zone derived from natrual source :4graded stone aggregate 20mm nominal size derived from natural sources) tamping all com, work etc DSRcode4.2.3+4.3.1) | 1 | M3 | - | - |
| 7 | Construction of un-reinforced, dowel-jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm , mixed in batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip from paver, spread , compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joint, joint filler, separation membrane , sealant primer, joint sealant debonding strip, dowel bar, tie rod , admixtures as approved, curing compound, finishing to lines and grades as per MoRTH Ref. no 602. | - | job | 1 | - |
| 8 | S/F of display board all com. Etc | - | NO | - | - |
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