Tender For Development Of Village (Replacement Of Damaged, Chocked And Small Diameter Size Sewer Line With Big Size Diameter Sewer Line In Jeet Ram Colony Village Bhangel) Noida
Tender Value
1.33 Crore
Estimated cost
Bid Submission
21 Oct 2026
3 days left
EMD
2.66 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 Development Of Village (Replacement Of Damaged, Chocked And Small Diameter Size Sewer Line With Big Size Diameter Sewer Line In Jeet Ram Colony Village Bhangel) Noida
BOQ
| Sl. No. | Item Description |
| 1 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of E/I. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 2 | Earth work in excavation by mecanical means (hydraulic excavater)/manual means in over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) i/c disposal of excavated earth, lead up to 50 m and lift up 1.5, disposed earth to be levelled and neatly dressed in all kind of soil.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 E/I. |
| 3 | Extra for every additional lift of 1.5 or part thereof in all kind of soil. |
| 4 | 1.50 - 3.00 m |
| 5 | 3.00-4.50m |
| 6 | 4.50-6.00m |
| 7 | Centring and shuttering including strutting, propping etc. and removal of form for Foundation, footings, bases of columns etc. for mass concrete. |
| 8 | Providing and laying in postion cement concrete of specified grade exculding the cost of centring and shuttering _ All workup to plinth level 1:4:8( 1 cement : 4 Coarse sand zone (ZOne-III) 8 Graded stone aggregate 40 mm Nominal size) |
| 9 | P/L 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 C. Sand (zone-cum III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 10 | P/L Non-Pressure NP-3 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 E/I. complete in all respect. |
| 11 | 300 mm dia Sewer pipe |
| 12 | 400 mm dia Sewer pipe |
| 13 | 450 mm Dia Sewer Pipe |
| 14 | 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), in side 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 10.00 |
| 15 | 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 10.00 |
| 16 | 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 C. Sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 Cement : 3 C. Sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 Cement : 3 C. Sand : 6 graded stone agg. 40 mm n.s.), and making necessary channel in cement concrete 1:2:4 (1 Cement : 2 C. Sand : 4 graded stone agg. 20 mm n.s.) finished with a floating coat 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 conforming to IS : 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 Cement : 2 C. Sand : 4 graded stone agg. 20mm n.s.) i/c 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 100. |
| 17 | Extra depth for circuler 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 100. |
| 18 | Constructing brick masonry circular type manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), in side 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 C. Sand : 6 graded stone agg. 40 mm n.s.), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nomonal 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 IS : 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 20mm nominal size) i/c 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 100. |
| 19 | Extra depth for circuler type manhole 1.52 m internal dia (at bottom) with common burnt clay F.P.S. (non modular) class designation 100 beyond 2.30 m |
| 20 | 12 mm cement plaster of mix 1:4 (1 Cement : 4 C. Sand). |
| 21 | Neat Cement Punning |
| 22 | Extra for Plastering on circular work not exceeding 6.0 m in radius in one coat |
| 23 | 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 mm x 25 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 manufactrue's permanent identification mark to be visible even after fixing, i/c fixing in manholes with 30 x 20 x 15 cm cement concrete block 1:3:6 (1 Cement : 3 C. Sand : 6 graded stone agg.20 mm n.s.) complete as per design. |
| 24 | 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 c.sand: 4 graded stone agg. 20 mm n.s) cement plastered on both sides with cement mortar 1:3 (1cement: 3 c.sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete |
| 25 | For Pipes 250 to 300 mm dia |
| 26 | For Pipes 350 to 450 mm dia |
| 27 | Dismantling & repairing of Drains/Culvert for crossing sewer line up To 300mm dia i/c wall,channels etc and making the same size inculding brick work 1:4 ( 1 cement : 4 C Sand ) brick of class designation 100 with neat cement punuing & cement concrete 1:4:8 (1 cement : 4 Coarse sand :8 garded stone aggregate 40mm nominal size) etc taking 40% old bricks availvable at site (Approx qty 1.17 cum Brick work) i/c dispoasl of unservicable material with in 50 m Lead ( This rate only for plot |
| 28 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth: consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5m. |
| 29 | Excavating trenches of required width for pipes, cables etc. i/c excavation for sockets depth upto 1.5m i/c getting out the excavated materials, returning the soil as required in layers not exceeding 20cm. in depth i/c consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within 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 E/I......Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm dia. |
| 30 | 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 upto 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.) |
| 31 | 110 mm dia with coupler @ 6 Kg/Cm2 Pressure with i/c all PVC standard Specials |
| 32 | 140 mm dia with coupler @ 6 Kg/Cm2 Pressure with i/c all PVC standard Specials |
| 33 | 160 mm dia with coupler @ 6 Kg/Cm2 Pressure with i/c all PVC standard Specials |
| 34 | 200mm dia with coupler @ 6 Kg/Cm2 Pressure with i/c all PVC standard Specials |
| 35 | S/F of M.S. specials such as Tee, bend, collars, Tapers, Gap pieces, pipes including flanged ends required painting welding as per site requirement 10 mm thick of MS plate etc.complete in all respect as per direction by the E/I |
| 36 | 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 :-1 - Body / Door / Dome - Cast Iron IS 210 Gr. FG 2602 - Spindle - Non rising; Stainless Steel AISI 4103 - Body seat / Door face - Gun metal: IS 318 Gr. LTB 2 ((rings to be press fitted and riveted; no screws allowed)4 - Rivets - Soft annealed brass5- Spindle Nut - Gun metal: IS 318 Gr. LTB 2 6 - Stem seal - Greased Hemp7 - Fasteners - Carbon steel8 - Flange Drilling - IS 1538 Table 4 & 6 9 - PN 1.0 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 Plug11 - Painting / Coating - Inside & Outside epoxy liquid coated; DFT minimum 250 micron, shade RAL 5005 / 5015 (BLUE)12 - Hydro-test - (Open Ended only) Seat: 10 / 16 Kg/cm2; Body: 15 / 24 Kg/cm213 -Upto 600 mm dia Manual Operated & above 600 mm Gear boxMake- Indian Valve Pvt. Ltd. (IVC) / Kirloskar Brothers Limited (KIRLOSKAR) |
| 37 | 300 mm Dia |
| 38 | 200 mm Dia |
| 39 | Constructing masonary chamber 90 x 90 x 100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm 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 100. ..........120 x 120 x 120x cm |
| 40 | 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, ladders, railings, brackets, gates & similar works |
| 41 | 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 |
| 42 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately).(Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). |
| 43 | Hiring of Diesel Engine (Including cost of Diesel, lubricant & Operator) |
| 44 | Hiring of Gas Cutting set with oxygen LPG Runin gTime @6Hrs |
| 45 | Hiring Welding Set Runing Time @6 Hrs |
| 46 | D G Set / Generator 50 KVA |
| 47 | 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 E/I. beyond 50 m initial lead, for all leads including all lifts involved. |
| 48 | Providing & fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings this includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of E/I. (external work). |
| 49 | 15 mm nominal outer dia Pipes |
| 50 | 20 mm nominal outer dia Pipes |
| 51 | P/F M.S. Clamp. |
| 52 | P/F M.S Clamp 110 mm dia i/c excavation, refilling etc. complete as per direction of E/I. |
| 53 | P/F M.S Clamp 140 mm dia i/c excavation, refilling etc. complete as per direction of E/I. |
| 54 | P/F M.S Clamp 160 mm dia i/c excavation, refilling etc. complete as per direction of E/I. |
| 55 | P/F M.S. Clamp 200 mm dia i/c excavation, reffiling etc. complete as per direction E/I. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysOct 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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