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Tender Value
₹25.7 Cr
EMD Value
₹51.4 L
Closing Date
13 Jul 2026, 12:00 pm
Similar tender results from the same govt authority in the past 3 years.
CE LDA
LDA VIPIN KHAND GOMTI NAGAR LUCKNOW
MASTER PLAN ROAD AGRA EXPRESS WAY SE MOHAN ROAD KO JODNE WALI CONNECTING ROAD KA KARYA.
2026_LDAUP_1163134_1
54/E-tender/CE/2026-27 (02)
Open Tender
Civil Works
365 days
Lucknow
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,366
SACHIV LDA
₹51.4 L
23 Jun 2026
23 Jun 2026
14 Jul 2026
23 Jun 2026
13 Jul 2026
23 Jun 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 and filling of local earth (including royalty) by mechanical transport up to a lead of 5 km, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc., complete. | 52,982.8 | Cum | 198.24 | ₹1,05,03,310.67 |
| 2 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50m outside the periphery of the area cleared. | 1,28,379.72 | Sqm | 12.68 | ₹16,27,854.85 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :, 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). | 908.59 | Cum | 5,381.16 | ₹48,89,246.64 |
| 4 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete., On concrete work | 10,791.86 | Sqm | 185.76 | ₹20,04,694.98 |
| 5 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re- olling the sub grade and disposal of surplus earthwith lead upto 50 metres. | 60,441.99 | Sqm | 172.92 | ₹1,04,51,628.91 |
| 6 | Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | 2,395.57 | Sqm | 590.7 | ₹14,15,062.02 |
| 7 | Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres., With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 8,133.57 | m | 153.49 | ₹12,48,421.66 |
| 8 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. | 16,309.14 | EACH | 162.97 | ₹26,57,900.55 |
| 9 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | 1,362.88 | Cum | 7,992.43 | ₹1,08,92,738.98 |
| 10 | providing and laying dense graded bituminous macadam with higher capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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. | 3,022.1 | CUM | 10,360 | ₹3,13,08,956 |
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