Tender for Tender for Road Strengthening, Reconstruction Of Drains, And Construction Of Park In Pocket-E2, Sector-4C Of The Shatabdinagar Residential Scheme.
Tender Value
71.04 Lakhs
Estimated cost
Bid Submission
16 Oct 2026
15 days left
EMD
1.42 Lakhs
Bank guarantee accepted
Document Fee
5700
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Meerut → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Road Strengthening, Reconstruction Of Drains, And Construction Of Park In Pocket-E2, Sector-4C Of The Shatabdinagar Residential Scheme.
BOQ
| Sl. No. | Item Description |
| 1 | DSR/2023/0052 - Front end loader 1 cum bucket capacity with Driver P& D |
| 2 | DSR/2023/ 2.31 - 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 50 m outside the periphery of the area cleared..(17.60x 0.7418=13.05) |
| 3 | (AR) Providing, 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 in sub- base / base course on well prepared surface and compacting to achieve the desired density. (Reference of MORT&H 406) (Analysis attached) |
| 4 | AR -Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 5 | (AR) Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregrated from approved quarry of specified grading premixed with bituminous binder VG-30 @4.50% by weight of total mix and filler transporting the hot mix to work site laying with a hydrostatic paver finished to required grade level and alignment rolling with smooth wheeled vibratory and tandem roller to achieve the desired compaction ( Ref to morth & H specification 507 ) adjustment for bitumen shall be done as per job mixture and e-in-c |
| 6 | AR - Providtñg and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.2 kg per sqm on the prepared bituminous/granular surface deaned with mechanical broom |
| 7 | AR - Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4 per cent 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 and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects |
| 8 | DSR-2023/15.7.4 - Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.. In cement mortar |
| 9 | DSR/23/2.6.1 - Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. All kinds of soil 0.00 Το 1.50M. Depth - (0.7418 X 177.50 ) =131.6695 |
| 10 | DSR/23/4.1.10 - Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:5:10 (1 cement: 5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources) (0.7418 X 6518.60 - 4835.50 ) |
| 11 | AR - Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 12.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 12 | DSR/ 2023/ 4.1.3 - Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 cement: 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources (0.7418x7878.50) |
| 13 | (AR) - Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 12.5 in Super structure in Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 14 | DSR/2023/4.5.1 - 1.1.5.3 (1 cement 1.5 coarse sand(zone-III) derived from natural sources 3 graded stone aggregate 20 mm nominal size derived from natural sources) (0.7418 X 10105.10 = 7495.96 ) |
| 15 | DSR-2023/item no. 13.4.1 - 12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) (357.35 x 0.7418 = 265.08) |
| 16 | DSR/23-13.80 - Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. (156.05 x 0.7418=115.76) |
| 17 | DSR/2023/13.46.1 - Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) (160.60X 0.7418 = 119.13) |
| 18 | DSR-2023/5.1.2 - Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (0.7418 x 9045.75 = 6710.14) |
| 19 | DSR-2023/item.5.22A.6 - Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete below plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 20 | DSR-2023/item no.10.25.2 - Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. (172.60 x 0.7418=128.03) |
| 21 | DSR/2023/13.50.2 - Applying priming coat - With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood (.0.7418 X 74.65 = 55.37 ) |
| 22 | DSR /2023/13.62.1 - Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: (226.25X 0.7418=167.832) |
| 23 | DSR/2023/5.9.1- Centering and shuttering including strutting, propping etc. and removal of form for all heights Foundations, footings, bases of columns, etc. for mass concrete ( 392.15 X 0.7418 = 290.90) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 25, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysOct 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 16 daysTender Documents
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