Tender for Tender for Work Of Laying Sewer Line For Stp In Block-L Of Anand Vihar Housing Scheme
Tender Value
1.39 Crore
Estimated cost
Bid Submission
07 Oct 2026
24 days left
EMD
5.49 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
Hapur → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Work Of Laying Sewer Line For Stp In Block-L Of Anand Vihar Housing Scheme
BOQ
| Sl. No. | Item Description |
| 1 | SEWER WORK |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavatedAll Kinds of Soil 108X0.735X260.30/107=193.10 |
| 3 | 1:4:8 (1 cement : 5 coarse sand (zone-I) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived trom natura sources)108X0.735X6812.00/107=5053.61 |
| 4 | Providing and laying non-ppressure NP3 class (medium 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 :600 mm dia. R.C.C. pipe108X0.735X3401.25/107=2523.28 |
| 5 | Constructing brick masonry circular manhole 1.52 m internal dia at Dotom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 e sand) inside cement plaster 12 mm thick with cement mortar iO( cement :3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement:3 coarse sand :6garaded stone aggregate 40 mm nominal size) and making necessary channel 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, all complete as per standard design : With common burnt clay FP.S. (non modular) bricks of class designation 7.5 With fram and cover 108X0.735X52969.10/107=39296.10 |
| 6 | Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m:19.14.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5108X0.735X22771.85/107=16893.70 |
| 7 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS: 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x1 5 cm cement concrete block 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20 mm nominal size) complete as per design.108X0.735X553.70/107=410.77 |
| 8 | DRAIN WORK |
| 9 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavatedAll Kinds of Soil 108X0.735X260.30/107=193.10 |
| 10 | 1:4:8 (1 cement : 5 coarse sand (zone-I) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived trom natura sources)108X0.735X6812.00/107=5053.61 |
| 11 | Brick work With common burnt clay bricks of lass designation 7.5 in mud morta108X0.735X6207.25/107=4607.97 |
| 12 | 12 mm cement plaster of miX :1:4 (1 cement: 4 fine sand)108X0.735X347.05/107=257.46 |
| 13 | 1:2:4 (1Cement:2 coarse sand (zone-IlI) derived from natural sources4graded stone aggregate 40 mm nominal size derived from natural sources)108X0.735X7878.50/107=5844.82 |
| 14 | Reinforced cement concrete work in beams, suspendedfloors roofs havíng slope up to 15 landings, balconies, shelves, chajjas, lintels, bands plain window sills, staircases and spiral staircases above plinth level up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement1.5 coarse sand incudingmanufactured sand derived from Recycled Concrete Aggregate (RCA)upto 20%: 3 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA)Jupto 20%)108X0.735X11334.70/107=8408.86 |
| 15 | centering and shuttring including strutting propping etc. and removal of form work for: Foundation ,footing bases for columns |
| 16 | Steel reinforcement for R.C.C. work including straightening. cutting. bending, placing in position and binding all complete above plinth levelMild steel and medium tensile steel 108X0.735X107.10/107=79.45 |
| 17 | WATER LINE |
| 18 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavatedAll Kinds of Soil 108X0.735X260.30/107=193.10 |
| 19 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to lS:15801 UV stabilized & anti -microbial fusion welded, having thermal stability for hot & cold water supply, including all PP-R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge. External workPN - 10 Pipe, 110 mm OD (SDR-11) 108X0.735X1301.35/107=965.43 |
| 20 | Providing and fixing C.I. sluice valves (with cap) complete with Nbolts,nuts, rubber insertions etc. (the tail pieces if required will be paid separately): 18.31.1 100 mm diameter 18.31.1.1 Class II108X0.735X4985.85/107=3698.85 |
| 21 | ROAD WORK |
| 22 | Construction of granular sub-base by providing coarse graded material spreading in uniform layer with motor grader oprepared surface mocing by mox in place method with rotavator al OMO, and compacting with vibratory roller to achieve the desired donsity, complete as as per clause 401,MORTAH-401 |
| 23 | 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 layer with paver in sub-base/base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density, MORT&H-406. |
| 24 | Providing and applying primer coat with 80/100 bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 Kg/sqm. usin mechanical means, including supply of all materials, labour, T&P etc required for proper completion of the work as per Clause- 502 of MORT & H specifications and as per direction of the Engineer-in-charge. (A.R.) |
| 25 | Providing and applying tack coat with 80/100 bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg. per sqm. on the prepared bituminous/ granular surface cleaned with mechanical broom, including supply of all materials, labour T&P etc. required for proper completion of the work as per Clause - 503 of MORT & H pecifications and as per direction of the Engineer-in-charge. (A.R.) |
| 26 | Providing and laying dense graded bituminous macadam with higher capacly batch type HMP using crushed specified groding, premixed with bituminous binder @ 4.5 per cent by weight of total mix and file transporting the hot mbx to work sto laying with a hydrostatic paverinisher with a hydrostatic paver finisher with sensor control to the required grade, level and alignment. rolling with smooth mheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 505 complete in all respects. |
| 27 | Providing and laying bituminous concrete (Gr-il) with 120 TPH batch type hot mix plant using crushed aggregates from approved quarry of specified grading. premixed with bituminous binder (VG-30) @ 5.40 per cent of 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. 507 complete in all respects Adjustment for bitumen shall be done as per job mix formula and E-in-C letter No 2651 Dt 27-07-12. (Using Plastic waste @ 6% of Bitumen Weight) |
| 28 | Brick edging on both side of the road of M-150 brick 7cm wide & 11 cm deep laid with mud mortar i/c labour & supply of bricks finished to the required template and in proper alignment and also stacking dressing & ramming the excavated earth as directed byE/I108X0.735X194.30/107=144.14 |
| 29 | 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.108X0.735X747.80/107=554.77 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 12, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 24 daysOct 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 27 daysTender Documents
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