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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical H I C 4 RAMGANGA VIHAR PHASE 2 NEAR GUPTA NURSING HOME THANA CIVIL LINES TEHSIL DISTRICT MORADABAD UTTAR PRADESH | MORADABAD | MORADABAD | UTTAR PRADESH | 244001 | Accepted-Technical Technically qualified |
| 2 | Accepted-Technical M A ASSOCIATES 8 ASHIYANA KANTH ROAD MORADABAD 244001 | MORADABAD | MORADABAD | UTTAR PRADESH | 244001 | Accepted-Technical Technically not qualified |
| 3 | Accepted-Technical | Accepted-Technical Technically qualified |
| 4 | Rejected-Technical KOTHI NO 6 CIVIL LINES OPP TB TOWER DISTRICT MORADABAD UTTAR PRADESH | MORADABAD | UTTAR PRADESH | 244001 | Rejected-Technical Technically not qualified |
Tender Value
₹2.8 Cr
EMD Value
₹5.6 L
Closing Date
16 Apr 2026, 6:00 pmClosed
CE, MDA
MDA Office New Moradabd
Civil Work
2026_MDA_1131195_1
27/MDA/CE/2025-26
Open Tender
Civil Works
180 days
Moradabad
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
CAO
₹5.6 L
12 May 2026
28 Mar 2026
17 Apr 2026
28 Mar 2026
16 Apr 2026
28 Mar 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 |
|---|---|---|---|---|---|
| 1Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. compacted of work. as direted by Engineering in incharge. wirtth stone ballast granullar 45mm to 22.4 mm @30% ,22.4 to 2.36 mm @40% 2.36 mm to 75 micron @30% all complete. | |||||
| 2Providing and applying Primer Coat with bitumen emulsion SS1 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. All complete. | |||||
| 3Providing and laying Dense Graded Bituminous Macadam with higher capicity batch type HMP using crushed aggregates of specified grading, premixed with 60/70 (VG-30) bituminous binder @ 4.50 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 505 complete in all respects. with density of mix 2.31 tone/cum with stone gritt 25mm to 10mm @30%,10-5 mm @28% 5mm &below @40% lime powder filler 2% by wt of aggregate all complete. | |||||
| 4Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg/sqm on prepared bituminous surface cleaned with mechenical broom. MORTH AR | |||||
| 5Providing and laying Bituminous Concrete grading-II with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with 60/70 (VG-30) bituminous binder @ 5 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory smooth steel wheeled tendom roller for static & vibratory passages & with also penumatic tyre roller property to get required density 2.36 tone/cum with stone gritt 13.2 to 10 mm @21%, 10-5 mm @ 17% 5mm & below @60%, lime powder filler @2% by wt of aggregate all compleete and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 507 complete in all respects. | |||||
| 6Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared DSR 2.32/2023 | |||||
| 7Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavatedearth lead upto 50 m and for all lift, as directed by Engineer-in-charge.All kinds of soil DSR 2.6.1 /2023 | |||||
| 8Providing and laying OF 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources DSR 4.1.8/2023 | |||||
| 9Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) DSR 2023 6.2.1 (RATE-6504.90) | |||||
| 1012 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) DSR 2023/13.4.1 (RATE-357.35) | |||||
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