Tender For Construction Of Drain And Water Line From Bc 9 To Bc 16 In Pocket-B Of Ram Manohar Lohianagar And Development Work Near Commercial Plots Bc, 11, Bc, 12 And Bc 13.
Tender Value
1.52 Crore
Estimated cost
Bid Submission
12 Aug 2026
12 days left
EMD
3.05 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 Construction Of Drain And Water Line From Bc 9 To Bc 16 In Pocket-B Of Ram Manohar Lohianagar And Development Work Near Commercial Plots Bc, 11, Bc, 12 And Bc 13.
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/2023/2.25 (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) |
| 3 | AR - Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directionsof Engineerin- Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 4 | AR - Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in unform single layer on sub-base /subgrade and compacting with the road roller to achieve the desire density. |
| 5 | (AR) Providing and applying primer coat with VG 10 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. (Reference of MORT&H 502) (Analysis attached) |
| 6 | (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 |
| 7 | (AR) Providing and applying tack coat with bitumen VG 10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom. As per MORT&H specification No. 503 (Granular Surface)(Analysis attached) on full area of road |
| 8 | (AR) - Providing and laying dense graded bituminous macadam with 100-120 tonnes per hour batch type hot mix plant producing an crushed aggregated of specified grading-I, premixed with 60/70 bituminous binder @ 4.25percent by weight of total mix and hydrated lime filler @ 2% of total weight of aggregates, transporting the hot mix material to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled (8-10 |
| 9 | DSR/2023/16.91.2 - Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.(1091.50x.7418=809.67) |
| 10 | 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 |
| 11 | 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) |
| 12 | 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 ) |
| 13 | 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) |
| 14 | 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) |
| 15 | (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) |
| 16 | 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) |
| 17 | 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) |
| 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/2023/5.9.3 - 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) |
| 22 | DSR/2023/13.80 - 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) |
| 23 | DSR-23/13.46.1 Finishing walls with Acrylic smooth exterior paint of required shade 13.46.1 New work (Two or more coat applied @ 1.67ltr/10sqm over and including priming coat of exterior primer applied @ 0.90 litre/10sqm) (160.6x0.7418=119.13) |
| 24 | 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 ) |
| 25 | DSR-23/13.62.1 - Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture (Both side) (0.7418 X 226.25 = 167.83) |
| 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 - Providing and fixing PVC Pipe confirming to IS Make working pressure 6Kg/cm2 including testing labour T&P and all complete fittings. 110mm dia |
| 28 | (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 |
| 29 | (AR) - Same as above Item No- 28 but for regulating shaft Chamber size 1.00M depth. |
| 30 | AR- Construction of brick masonary Sewer connecting chamber having internal size 0.60Mx0 60M and depth 1.50M below as per design & drawing including excavation 22.5 cm thick cement concrete in 8 4 1 graded brick bailast 40 mm nominal size, coarse sand and cement, brick work in 1.5 cement and coarse sand quinet in 124 cemen, coarse sand and 2cm gauge approved stone grit and 12 mm thick plinth plaster 13 cement & coarce sand mortor Including supply and fixing of FC manhole cover FC foot step complete as per type of design including supply of all materials laour T & P etc. required for proper completion of the work. |
| 31 | (AR) - Same as above Item No-30 but for regulating shaft Chamber size 1.00M depth. |
| 32 | DSR 23- 18.31.1 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) :(4791.20x0.7418) |
| 33 | DSR 23- 18.59.2Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) ::(6993.60x0.7418) |
| 34 | DSR 2023 19.21.1 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar(810.45x0.7418) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysAug 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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