Tender For Construction Of Roads, Drains And Laying Of Sewer Lines And Water Lines As Part Of Internal Development Of Undeveloped Plots In Sector-16B Under New Moradabad Scheme.
Tender Value
2.45 Crore
Estimated cost
Bid Submission
10 Aug 2026
10 days left
EMD
4.91 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Moradabad → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Roads, Drains And Laying Of Sewer Lines And Water Lines As Part Of Internal Development Of Undeveloped Plots In Sector-16B Under New Moradabad Scheme.
BOQ
| Sl. No. | Item Description |
| 1 | PART A (ROAD WORK)Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift :in All kinds of soil DSR NO. 2.2.1/2023 (Rate 395.30) |
| 2 | 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, compacted of work. as direted by Engineering in incharge. stone ballast granullar 53mm to 26.50mm @27.56%,26.5 to 9.5 mm @22.5%,9.5 to 4.75 mm @10%,4.75 mm below @mm below @40% all complete. (Analyses Rate) |
| 3 | 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. 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. |
| 4 | Providing and applying Primer Coat with bitumen emulsion 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. |
| 5 | Providing 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 |
| 6 | Providing and laying 75 mm thick 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. |
| 7 | Providing and laying 30 mm thick 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. |
| 8 | Providing and applying 2.5 mm thick road marking strips retroreflective) 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. DSR-2023/16.62 rate 747.80 |
| 9 | 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 ofEngineer-in-charge. dsr 2023/16.50 Rate 206.30 |
| 10 | Providing 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 (Rate 6812.00) |
| 11 | Brick work with class 150 class bricks of designation 15 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) (AS per DAR) OR DSR S.I.No. 6.1.1/2023 Rate 7846.29 |
| 12 | 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) DSR 2023/13.4.1 (RATE-357.35) |
| 13 | 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 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern.. DSR 2023 16.91.2 (RATE-1091.50) |
| 14 | Part B Drain WorkEarth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 min width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. DSR NO. 2.8.1/2023 (Rate 260.30) |
| 15 | Providing 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 Rate 6812.00) |
| 16 | Brick work with class 150 class bricks of designation 15 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) (AS per DAR) OR DSR S.I.No. 6.1.1/2023 Rate 7846.29 |
| 17 | 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) DSR 2023/13.4.1 (RATE-357.35) |
| 18 | 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) DSR 2023 5.1.2 (RATE-9045.75) |
| 19 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more DSR 5.22A.6 (Rate 107.85/Kg) |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform dsr 2023/ 5.9.3 (Rate 927.25) |
| 21 | 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) DSR 2023/ 4.1.3 (Rate 7878.50) |
| 22 | Part C Park WorkEarth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 min width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. DSR NO. 2.8.1/2023 (Rate 260.30) |
| 23 | Providing 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 (Rate 6812.00) |
| 24 | Brick work with class 150 class bricks of designation 15 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) (AS per DAR) OR DSR S.I.No. 6.1.1/2023 (Rate 7846.29) |
| 25 | 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) DSR 2023/ 4.1.3 (Rate 7878.50) |
| 26 | Brick work with class 150 class bricks of designation 15 in super structure with 1:4 (1 cement : 4 coarse sand) Mortar including Supply of all materials, labour and T&P etc required all completion of the work as per direction of E/C (AS per DAR) OR DSR S.I.No. 6.4.1/2023 (Rate 9819.98) |
| 27 | 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) DSR 2023/13.4.1 (RATE-357.35) |
| 28 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. DSR/2023 S I No 10.1 (Rate 117.35) |
| 29 | 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.DSR 2023 13.80(RATE-156.05) |
| 30 | 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 @ 0.90litre/10 sqm) DSR-13.46.1/2023(RATE-160.60) |
| 31 | Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works DSR 2023/13.50.3 (Rate 67.40) |
| 32 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work DSR 2023/13.61.1 (Rate 155.90) |
| 33 | 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, compacted of work. as direted by Engineering in incharge. stone ballast granullar 53mm to 26.50mm @27.56%,26.5 to 9.5 mm @22.5%,9.5 to 4.75 mm @10%,4.75 mm below @mm below @40% all complete. |
| 34 | 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 60 mm thick C.C. paver block of M-35 grade with approved colour design and pattern.. DSR 2023 16.91.1 (RATE-1045.65) |
| 35 | Part D Sewer LineEarth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 min width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. DSR NO. 2.8.1/2023 (Rate 260.30) |
| 36 | Providing 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 (Rate 6812.00) |
| 37 | 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. R.C.C. pipe DSR 2023/19.6.3 (Rate 899.80) |
| 38 | Same as item No 3 as above but For 300 MM dia RCC hume pipe NP 2 Class DSR 2023/19.6.(Rate 994.30) |
| 39 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) from invert level to 1.m 35 cm thick wall and above 0.50 m 23cm thick wall cwith R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design including earth work in excavation in foundation: Inside size 90x60 cm and 150 cm deep including pre-cast R.C.C. manhole cover and frame H.D -20 circular shape 560 mm internal diameter :With common burnt clay F.P.S. (non modular) bricks of class designation 15 (Internal Size 0.90 m x 0.60 m x1.50 m) DSR 2023/19.7.1.1 (Rate 27378.57) |
| 40 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) from invert level to 1.m 35 cm thick wall and above 0.50 m 23 cm thick wall with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 120x90 cm and 150 cm deep including pre-cast R.C.C. manhole cover and frame H.D -20 circular shape 560 mm internal diameter :With common burnt clay F.P.S. (non modular) bricks of class designation 15 (Internal Size 1.20 m x 0.90 m x1.50 m) DSR 2023/19.7.2.1DSR 2023/19.7.2.1 (Rate 36351.50) |
| 41 | Deduct Shafte for manholes :Size 120x90 cm With 23 cm thick common burnt clay F.P.S. (non modular) bricks of class designation 15) DSR 2023/19.8.2.1 (rate 12072.25) |
| 42 | Deduct Shafte for champer :Size 90x60 cm With 23 cm thick common burnt clay F.P.S. (non modular) bricks of class designation 15 (Internal Size 0.90 m x 0.60 m x1.50 m) DSR 2023/19.8.1.1(9026.37) |
| 43 | Makingh connection with existing sever line including excavation of earth and dismentling of brick work/ stone work including all complete. |
| 44 | Part (E) Water LineEarth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 min width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. DSR NO. 2.8.1/2023 (Rate 260.30) |
| 45 | Supply and laying 110mm internal dia P.V.C. Finolex, Astral or Jindal make pipe of 10kg/sqem pressure with all fitting as socket, bend, Tee, Cross etc. complete and including supply of all 1748.00 materials, labour and T&P etc. required for proper completion of the work. (psr) C.B.N.2409/2016 R 2723/MDA/EE2022 |
| 46 | 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) : 18.31.1 100 mm diameter Class I. DSR 2023/18.31.1.1 ( 4791.20) |
| 47 | Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class Designation 15 DSR 2023/18.34.1 (Rate 20088.88) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysAug 11, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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