Tender For Arm Of Rainwater Harvesting Wells Storm Water Drains, Sewer Trunk Line (Cleanng And Repair Of Storm Water Drain, Sewer Trunk Line And Extension Of Di Line) For The Year 2026-27
Tender Value
26.98 Lakhs
Estimated cost
Bid Submission
12 Nov 2026
8 days left
EMD
53975
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Gurgaon → Haryana
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Arm Of Rainwater Harvesting Wells Storm Water Drains, Sewer Trunk Line (Cleanng And Repair Of Storm Water Drain, Sewer Trunk Line And Extension Of Di Line) For The Year 2026-27
BOQ
| Sl. No. | Item Description |
| 1 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 2 | All kinds of soil. |
| 3 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, 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. |
| 4 | All kinds of soil |
| 5 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 6 | Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm |
| 7 | 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. |
| 8 | Providing and laying in position excluding cement concrete of level: specified grade the cost of centering and shuttering - All work up to plinth. |
| 9 | 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 10 | 1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 11 | 1:5:10 (1 cement : 5 coarse sand (zone-Ill) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 12 | 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. |
| 13 | 1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 14 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement. |
| 15 | 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) |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 17 | Foundations, footings, bases of columns, etc. for mass concrete |
| 18 | Suspended floors, roofs, landings, balconies and access platform |
| 19 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 20 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 21 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 22 | Cement mortar 1:6(1 cement :6 coarse sand) |
| 23 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 24 | Cement mortar 1:6(1 cement : 6 coarse sand) |
| 25 | 12 mm cement plaster of mix: |
| 26 | 1:6 (1 cement: 6 coarse sand) |
| 27 | 15 mm cement plaster on rough side of single or half brick wall of mix: |
| 28 | 1:6(1 cement: 6 coarse sand) |
| 29 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. |
| 30 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. |
| 31 | With cement mortar 1:4 (1cement: 4 coarse sand) |
| 32 | Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge. |
| 33 | Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150 mm dia upto 300 mm. |
| 34 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 35 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 36 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) |
| 37 | 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. |
| 38 | In cement mortar |
| 39 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 40 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work - Exposed on wall |
| 41 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work |
| 42 | 25 mm dia nominal bore |
| 43 | 32 mm dia nominal bore |
| 44 | 40 mm dia nominal bore |
| 45 | 50 mm dia nominal bore |
| 46 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : |
| 47 | 25 to 40 mm nominal bore |
| 48 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 49 | 25 mm nominal bore |
| 50 | 32 mm nominal bore. |
| 51 | 40 mm nominal bore |
| 52 | 50 mm nominal bore |
| 53 | Laying in position S&S or flanged C.I. special such as tees, bends, collars, tapers and caps etc.(excluding cost of specials). |
| 54 | Providing and laying S&S C.I. standard specials such as tees, bends, collars, tapers, caps etc. (Heavy class): |
| 55 | Up to 300 mm dia |
| 56 | Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints. |
| 57 | 100 mm diameter pipe |
| 58 | 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) : |
| 59 | 100 mm diameter |
| 60 | Class I |
| 61 | 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. |
| 62 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 63 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work). |
| 64 | 25 mm nominal bore |
| 65 | 32 mm nominal bore |
| 66 | 40 mm nominal bore |
| 67 | 50 mm nominal bore |
| 68 | Providing and laying D.I. Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523. |
| 69 | Up to 600 mm dia |
| 70 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket. |
| 71 | 100 mm dia pipes |
| 72 | Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : |
| 73 | 100 mm dia Ductile Iron Class K-7 pipes |
| 74 | 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 : |
| 75 | 250 mm dia. R.C.C. pipe |
| 76 | 300 mm dia. R.C.C. pipe |
| 77 | 450 mm dia. R.C.C. pipe |
| 78 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) 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. |
| 79 | Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg). |
| 80 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 81 | Extra for depth for manholes. |
| 82 | Size 120x90 cm |
| 83 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 84 | Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m |
| 85 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 86 | Supplying and fixing C.I. cover without frame for manholes : |
| 87 | 560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg |
| 88 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality |
| 89 | LD- 2.5 |
| 90 | Rectangular shape 600x450 mm internal dimensions |
| 91 | Square shape 450 mm internal dimensions |
| 92 | Circular shape 450 mm internal diameter |
| 93 | HD - 20 |
| 94 | Circular shape 560 mm internal diameter |
| 95 | Correction factor @ 0.973 on DSR items = 2666183.51 x 0.973= 2594196.55 - 2666183.51 = (-) 71986.95 |
| 96 | Cost Index @ 4.03% = 2594196.55 x 4.03% =104546.12 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysNov 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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