Tender For Strengthening Of Sewerage (Replaecment Of Old Damaged Sewer Line & Diversion Sadarpur Line Connect To Sumpwell Sector-44), Noida.
Tender Value
3.09 Crore
Estimated cost
Bid Submission
07 Jul 2026
0 days left
EMD
7.30 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 Strengthening Of Sewerage (Replaecment Of Old Damaged Sewer Line & Diversion Sadarpur Line Connect To Sumpwell Sector-44), Noida.
BOQ
| Sl. No. | Item Description |
| 1 | Dismentling manually by mechanical means I/c stacking of serviceable material and disposal of unserviceable material within 50 m lead; bituminous road. |
| 2 | 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) |
| 3 | 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. |
| 4 | 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. |
| 5 | Extra for every additional lift of 1.5 or part thereof in all kind of soil. |
| 6 | a) 1.50 - 3.00 m |
| 7 | b) 1.50 - 3.00 m |
| 8 | a) 1.50 - 3.00 m |
| 9 | Hiring of Diesel Enginr (including cost of Diesel, lubricant & Operator). |
| 10 | Centring and shuttering including strutting, propping etc. and removal of form for:- |
| 11 | a) Foundation, footings, bases of columns etc. for mass concrete. |
| 12 | Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. |
| 13 | As in item 279 above but in proportions of 8:4:1 |
| 14 | P/L in position Cement Concrete of specified grade excluding the cost of centering and shuttering – all work up to plinth level : |
| 15 | 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). |
| 16 | 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 Engineer Incharge complete in all respect. |
| 17 | 600 mm dia Sewer pipe |
| 18 | 400 mm dia Sewer pipe |
| 19 | 300 mm dia Sewer pipe |
| 20 | 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. |
| 21 | 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 |
| 22 | 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. |
| 23 | 12 mm cement plaster of mix 1:4 (1 Cement : 4 C. Sand). |
| 24 | 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. |
| 25 | Supply and installation of required size steel pipe 10 mm thick conferming to IS:3589 through trenchless excavation of thrust pit and receving pit of ruequired size and the excavation & filling back & compaction complete as per specification for road crossing by Auger boring method. Pipe will be installed at depth beyond 3 below the ground surface in downward required slope. |
| 26 | 600 mm dia Sewer pipe |
| 27 | 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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. |
| 28 | 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 mix 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. |
| 29 | Providing and applying primer coat with 551 grade bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical mean. |
| 30 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25/sqm on the prepared bitumineus surface dearest with mechanical broom. |
| 31 | Dense Graded Bituminous Macadam (Grading 2) Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finsher 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 respects. |
| 32 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bitumineus surface cleaned with mechanical broom. |
| 33 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @54 per cent of mix and filter, transporting of 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. 507 complete in all respects. |
| 34 | 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, vaccum dewatering process and finally finished by floating, brooming with wire brish 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). |
| 35 | 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. |
| 36 | a) Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm dia. |
| 37 | 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.) |
| 38 | a) 200 mm dia with coupler @ 6 Kg/Cm2Pressure with i/c all PVCstandard Specials |
| 39 | b) 160 mm dia with coupler @ 6 Kg/Cm2Pressure with i/c all PVCstandard Specials |
| 40 | c) 140 mm dia with coupler @ 6 Kg/Cm2Pressure with i/c all PVCstandard Specials |
| 41 | d) 110 mm dia with coupler @ 6 Kg/Cm2Pressure with i/c all PVCstandard Specials |
| 42 | Supply of PVC pipe 6Kg/cm2 pressure with required PVC standard special confirming to IS : 4985-2000 with latest amendment Make- Finolex Industries Ltd./Kisan/Supreme Industries Ltd. (Rate as per comparative statement per Rm.) |
| 43 | a) 200 mm dia with coupler @ 6 Kgf/Cm2 Pressure |
| 44 | b) 160 mm dia with coupler @ 6 Kgf/Cm2 Pressure |
| 45 | c) 140 mm dia with coupler @ 6 Kgf/Cm2 Pressure |
| 46 | d) 110 mm dia with coupler @ 6 Kgf/Cm2 Pressure |
| 47 | Reparing of existing PVC water line I/c bailing out of water by / Manually / Diesel Engine, P/F PVC coupler, CID joint etc. complete work as per direction of E/I (But Excluding cost of excavation filling and PVC pipe) |
| 48 | a) 200 mm dia PVC line |
| 49 | b) 160 mm dia PVC line |
| 50 | c) 140 mm dia PVC line |
| 51 | d) 110 mm dia PVC line |
| 52 | 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 |
| 53 | P/F M.S. Clamp. |
| 54 | P/F M.S. Clamp 200 mm dia i/c excavation, reffiling etc. complete as per direction E/I. |
| 55 | P/F M.S. Clamp 200 mm dia i/c excavation, reffiling etc. complete as per direction E/I. |
| 56 | P/F M.S. Clamp 200 mm dia i/c excavation, reffiling etc. complete as per direction E/I. |
| 57 | P/F M.S. Clamp 200 mm dia i/c excavation, reffiling etc. complete as per direction E/I. |
| 58 | Providing and fixing sluice valve Shall generally conform to IS 14816 with latest amendment, with length over flanges as per PD of IS14846 corresponding to BS EN - 558/ISO 5752 Basic Series 3 in CI construction having metal seating ( IS 318 Gr. LTB 2) with complete Component & Material of construction following below :- |
| 59 | 1 - Body / Door / Dome - Cast Iron IS 210 Gr. FG260 |
| 60 | 2 - Spindle - Non rising, Stainless Steel AISI 410 |
| 61 | 3 - Body seat / Door face - Gun metal : IS 318 Gr. LTB 2 ( risngs to be press fitted and riveted ; no screws allowed) |
| 62 | 4 - Rivets - Soft annealed brass |
| 63 | 5 - Spindle Nut - Gun metal : IS 318 Gr. LTB 2 |
| 64 | 6 - Stem seal - Greased Hemp |
| 65 | 7 - Fasteners - Carbon steel |
| 66 | 8 - Flange Drilling - IS 1538 Table 4&6 |
| 67 | 9 - PN 1.0 |
| 68 | 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 |
| 69 | 11 - Painting / Coating - Inside & Outside epoxy liquid coated ; DFT minimum 250 micron, shade RAL 5005/5015 (BLUE) |
| 70 | 12 - Hydro-test - ( Open Ended only ) Seat : 10/16 Kg/cm2; Body: 15/24 Kg/cm2 |
| 71 | 13 - Upto 600 mm dia Manual Operated & abov 600 mm Gear box Make- Indian Valve Pvt. Ltd. (IVC) / Kirloskar Brothers Limited (KIRLOSKAR) |
| 72 | a) 200 mm dia Kirloskar make |
| 73 | b) 150 mm dia Kirloskar make |
| 74 | c) 125 mm dia Kirloskar make |
| 75 | d) 100 mm dia Kirloskar make |
| 76 | Constructing masonary chamber 120 x 120 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. |
| 77 | 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. |
| 78 | In gratings, frames, guard bar, ladders, railings, brackets, gates & similar works 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.
TodayJul 08, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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