Tender For Work Of Strengthening Of 12 Meter And 9 Meter Wide Roads And Repair And Construction Of Drains Of K Pocket Of Lohianagar Housing Scheme.
Tender Value
1.71 Crore
Estimated cost
Bid Submission
24 Aug 2026
24 days left
EMD
3.44 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 Work Of Strengthening Of 12 Meter And 9 Meter Wide Roads And Repair And Construction Of Drains Of K Pocket Of Lohianagar Housing Scheme.
BOQ
| Sl. No. | Item Description |
| 1 | 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) |
| 2 | DSR/2023/ Item no 16.83 - Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.(131.75x0.7418= 97.73) |
| 3 | AR - Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density, complete as per clause 401 |
| 4 | 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 with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 5 | 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 |
| 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 dense graded bituminous macadam (Grading-2) with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @4.5 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. |
| 8 | 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 |
| 9 | DSR/2023/16.84 - Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (402.95 x 0.7418=298.90) |
| 10 | DSR/23/2.10.1.2 - Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : pipes , cables etc. exceeding 80 mm dia but not exceeding 300 mm dia(0.7418x352.15) |
| 11 | 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 |
| 12 | DSR/23/2.6.1 + 2.24.2 - 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 - Extra rates for quantities of works, executed In or under foul position, including pumping out water as required |
| 13 | DSR /23/15.7.4 - 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 (2060.20x.7418=1528.25) |
| 14 | DSR-2023/15.3 -Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. (3551.25 x 0.7418 =2634.32) |
| 15 | DSR/2023/1.1.1 - Carriage of materials by mechanical Transport including loading unloading and stacking leed upto 5km - Lime, moorum buliding rubbish |
| 16 | DSR/2023/1.1.3 - Carriage of materials by mechanical transport including loading unloading and stacking leed upot 5km |
| 17 | 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 ) |
| 18 | (AR) - Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in: Cement mortar 1.6 (1 cement: 6 coarse sand) |
| 19 | DSR /2023/13.4.1 - 12 mm cement plaster on rough side of single or half brick wall of mix: 1:4(1 CEMENT: 4 Coarse.2 1:6 (1 cement: 6 coarse sand) (357.35x.7418=265.08) |
| 20 | DSR/2023/4.1.2 - Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1.1½.3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources 3 graded stone aggregate 20 mm nominal size derived from natural sources (0.7418 X 8340.85 = 6187.24) |
| 21 | 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) |
| 22 | 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. |
| 23 | DSR/2023/5.9.3 - Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform.(927.25 x 0.7418 = 687.83) |
| 24 | DSR/2023/2.25 (A) - 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. (700.50 x.7418=519.63) |
| 25 | SOR/2022/763 - M-150 Brick on edge pavement on parties with bricks, laid dry joints filled with local sand including preparation of base to proper slope, and its ramming, spreading layer of 1 cm. (3/8\\") depth of local sand over the subgrade and including supply of all materials, labour Tools &plants etc. required for proper completion of the work |
| 26 | DSR/23/19.6.3 - Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 250 mm dia.RCC. pipe. 0 to 1.5 (0.7418x899.80 = 667.47) |
| 27 | (AR) - Construction of brick masonary Slab Type manhole having internal size 0.90Mx1.20M and depth 1.50M below as per design & drawing including excavation, 22.5 cm thick cement concrete in 8:4 1 graded brick ballast 40 mm nominal size, coarse sand and cement, brick work in 1:5 cement and coarse sand,quinet in 1:2:4 cemen, coarse sand and 2cm gauge approved stone grit and 12 mm thick plinth plaster 1:3 cement & coarce sand mortor. Including supply and fixing of F.C. manhole cover F.C. foot step complete as per type of design. including supply of all materials laour T & Petc. required for proper completion of the work. Analysed |
| 28 | (AR) - Same as above Item No-27 but for regulating shaft manhole size 1.00M depth. Analysed |
| 29 | AR - Providing and fixing PVC Pipe confirming to IS Make working pressure 6Kg/cm2 including testing labour T&P and all complete fittings. 110mm dia |
| 30 | DSR/2023/18.31.1.2 - Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately): Class II (0.7418x4985.85) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 25, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 24 daysAug 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 25 daysTender Documents
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