Tender For Village Development (Strengthening Of Water And Sewer Line In Various Streets In Village Chaura, Raghunathpur And Sadatpur) Noida.
Tender Value
1.63 Crore
Estimated cost
Bid Submission
07 Jul 2026
6 days left
EMD
3.84 Lakhs
Bank guarantee accepted
Document Fee
5310
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ghaziabad → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Village Development (Strengthening Of Water And Sewer Line In Various Streets In Village Chaura, Raghunathpur And Sadatpur) Noida.
BOQ
| Sl. No. | Item Description |
| 1 | SEWER LINE:Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) (DSR Code No.-15.2.1) AOR |
| 2 | Earth work in excavation by mechanical means (hydraulic excavater)/ 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 excavated soil as directed, within a lead of 50 m. The contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge. All kinds of soil. (DSR Code No.-2.8.1) AOR |
| 3 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. (DSR Code No.-2.26) AOR |
| 4 | 1.50 m to 3.00 m |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete (DSR-18/ Item Code.No-5.9.1) AOR |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) (DSR Code No.-4.1.8) AOR |
| 7 | P/L non-pressure NP2 class RCC Spigot Socketed pipe confirming to IS:458:2003 with latest amendment laying in true alignment & position on craddle including with rubber ring (confirming to IS:5382 with latest amendment) testing of laid pipe as per direction of Engineer incharge complete in all respect. |
| 8 | 300 mm dia R.C.C. pipe NSI-2.1.04 |
| 9 | P/L non-pressure NP3 class RCC Spigot Socketed pipe confirming to IS:458:2003 with latest amendment laying in true alignment & position on craddle including with rubber ring (confirming to IS:5382 with latest amendment) testing of laid pipe as per direction of Engineer incharge complete in all respect. |
| 10 | 400 mm dia NSI- 2.2.06 |
| 11 | Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded 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 : 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 10 (DSR Code No.-19.9.1.1) AOR |
| 12 | Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m With common burnt clay F.P.S. (non modular) bricks of class designation 10 (DSR Code No.-19.10.1) AOR |
| 13 | Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded 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 floatingcoat of neat cement, all complete as per standard design : 1.68 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conformingto I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 10 (DSR Code No.-19.11.1.1) AOR |
| 14 | Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m : With common burnt clay F.P.S. (non modular) bricks of class designation 10 (DSR Code No.-19.12.1) AOR |
| 15 | 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 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. (DSR Code No.-19.16) AOR |
| 16 | 12 mm cement plaster of mix 1:4 (1 Cement : 4 C. Sand). (DSR Code.No-13.4.1) AOR |
| 17 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering, lead upto 50 m and lift upto 1.5 m. (DSR Code.No-2.25) AOR |
| 18 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (Note Cement content considered in this item is @ 330 kg/ cum.Excess/less cement used as per design mix is payable/recoverable separately). All works upto plinth level (DSR Code No.-5.37.1) AOR |
| 19 | WATER LINE:P/F MS specials such as Tee, Bends, Collars, Tapers, Gap pieces, including Flange Ends as required, Painting, Cutting, welding as per site requirement of MS pipe thickness etc complete in all respect as per direction of E/I. (NSI-1.7.00) AOR |
| 20 | 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 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c 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 10 (DSR Code No.-18.34.1) AOR |
| 21 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 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 (DSR Code No.-2.10.1.2) (DSR Code No.-2.10.1.2) AOR |
| 22 | P/F Sluice Valve shall generally conform to IS 14846 with latest amendment, with length over flanges as per PD of IS 14846 corresponding to BS EN-558/ISO 5752 Basic Series 3 in CI construction having metal seating (IS 318 Gr. LTB 2) with comple Component & Material of construction following below :- |
| 23 | 1- Body/Door/Dome - Cast Iron IS 210 Gr. FG 260 |
| 24 | 2- Spindle - Non rising : Stainless Steel AISI 410 |
| 25 | 3- Body seat/Door face - Gun metal : IS 318 Gr. LTB 2 (rings to be press fitted and riveted; no screws allowed) |
| 26 | 4- Rivets - Soft annealed bress |
| 27 | 5- Spindle Nut - Gun metal : IS318 Gr. LTB 2 |
| 28 | 6- Stem seal - Greased Hemp |
| 29 | 7- Fasteners - Carbon steel |
| 30 | 8- Flange Drilling - IS 1538 Table 4 & 6 |
| 31 | 9- PN 1.0 |
| 32 | 10- Accessories (400 mm and above) - Ball thrust bearings to be housed above the wet chamber ie. Above the gland. Enclosed Spur Gear Box for ease of operation. Air Plug. |
| 33 | 11- Painting/Coating - Inside & Outside epoxy liquid coated : DFT minimum 250 micron, shade RAL 5005/5015 (BLUE) |
| 34 | 12- Hydro-test - (Open Ended only) Seat : 10/16 Kg./cm2 : Body : 15/24 Kg/cm2 |
| 35 | 13- Upto 600 mm dia Mannual Operated & above 600mm Gear box. |
| 36 | Make:- Indian Valve Pvt. Ltd. (IVC)/ Kirloskar Brothers Limited (KIRLOSKAR) |
| 37 | 150 mm dia NSI-1.9.04 |
| 38 | P/L following size of Finolex makes PVC pipes 6 Kg/Cm2 with required PVC standard special confirming to IS codes with latest amendment and lowering the same trenches and laying true to alignment and gradient complete i/c the cost of cutting of pipes for making up to length and making joints i/c cost of socket, plstochem PV-85 PVC solvent cement complete. PVC pipe must be confirming to IS:4985-2000 with latest amendment. Make-Finolex Industries Ltd./Kisan/supreme Industries Ltd. (Rate as per Comparative Statement per Rm.) |
| 39 | 160 mm dia PVC 6 Kg/Cm2 with Coupler @ 6 Kg/cm2 pressure with i/c all PVC standard Specials. NSI-1.3.04 |
| 40 | 140 mm dia PVC 6 Kg/Cm2 with Coupler @ 6 Kg/cm2 pressure with i/c all PVC standard Specials. NSI-1.3.03 |
| 41 | 110 mm dia PVC 6 Kg/Cm2 with Coupler @ 6 Kg/cm2 pressure with i/c all PVC standard Specials. NSI-1.3.02 |
| 42 | Hiring of Welding Set Running Time @ 6 Hrs (NSI-10.1.07) |
| 43 | Hiring of Gas cutting Set with oxygen and LPG running time @ 6 Hrs. (NSI-10.1.06) |
| 44 | Hire charge of Generator (including cost service of operating staff, supply of lubricating oil and diesel also) DG set/Generator 50 KVA (NSI-10.1.03) |
| 45 | Hiring of diesel engine (Including cost of Diesel , lubricant & operator) (NSI-10.1.08) |
| 46 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. (DSR Code.No-15.60) AOR Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysJul 08, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 days