Rural Development Local Bodies Closing in 5 days TDR #56715894

Tender For Providing And Laying Of Hdpe Dwc Pipe For Tapping And Diversion Of Grey Water In Mc Gohana. (Dnit Est. Cost: Rs. 26.17 Lacs)

Issued by Local Bodies · Sonipat, Haryana
Tender Value
26.16 Lakhs
Estimated cost
Bid Submission
04 Aug 2026
5 days left
EMD
52350
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Sonipat → Haryana
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Providing And Laying Of Hdpe Dwc Pipe For Tapping And Diversion Of Grey Water In Mc Gohana. (Dnit Est. Cost: Rs. 26.17 Lacs)

BOQ

Name of Work:- Providing and Laying of HDPE DWC Pipe for Tapping and Diversion of Grey Water in MC GOHANA. (DNIT Est. Cost: Rs. 26.17 Lacs)
Sl. No. Item Description
1[11.11.1]12 mm cement plaster finished with a floating coat of neat cement of mix : 1. 1:3 (1 cement: 3 fine sand) [Through Rate]
2[11.7.1]20 mm cement plaster of mix : 1. 1:4 (1 cement: 4 fine sand) [Through Rate]
3[13.29.2]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. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [Through Rate]
4[17.22.3]Water Bound Macadam Gr I 3. Water Bound Macadam Grading I with crushable screenings Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications [Through Rate]
5[17.73]Construction of unreinforced plain cement concrete pavement in M-25 mix design over a prepared sub base with OPC 43 grade conforming to IS:383 mixed with concrete mixer using batch type concrete mixer as per IS:1791, laid in position, compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, finishing to required lines and grades as per drawings and technical clause 1501 of MORTH specifications [Through Rate]
6[21.84.1]Constructing brick masonry inspection Chamber sizes as given below up to 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 per cent lime mortar 2:3 in foundation cement concrete 1:2:4 benching 12mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement R.C.C. 1:2:4 slab 100 mm thick/cement concrete topping, 50mm thick with 455mmx455mm / 455mm x610mm inside light duty C.I. inspection chamber cover and frame weight as per I.S.I. specification painted with 3 coats of black bitumastic superior paint complete as per standard design. 1. Size 450 mm X450 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg with C.C. topping [Through Rate]
7[21.93.1]Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 1. Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening [Through Rate]
8[22.218.4]Providing and Supplying of class SN 8 structured wall Polyethylene Piping system (Pipe with online/ offline coupler and elastomeric sealing ring) with non smooth external annular corrugated and smooth internal surface (double wall) for non-pressure underground sewerage and drainage application as confirm to IS 16098 (part II):2013 including transportation, frieght charges, inspection charges, loading, unloading, complete as specified and directed by Engineer In-Charge. 4. 500 mm Internal Diameter [Through Rate]
9[22.219.4]Lowering, Laying and jointing of class SN 8 structured wall (External Annular Corrugated and Smooth Internal Surface Polyethylene Piping and fitting with the help of coupler(online/ offline) attached with one end of pipes, sliding over the elastomeric sealing rubber ring placed on the specified valley of the corrugation at the spigot end, lowering the same into the trench, laying on the lower bedding (constructed at bottom of trenches) at prescribed gradient, depth and alignment, testing the water tightness of the joints, ensuring the continuity tests of specified pipe segment etc. complete as per drawing, specification and detailed engineering, including cartage of pipes and fitting etc. as per direction of Engineer-in-charge. 4. 500 mm Internal Diameter [Through Rate]
10[3.1.3]By Mechanical Transport including loading, unloading and stacking 3. Manure or sludge [5km]
11[3.1.3]By Mechanical Transport including loading, unloading and stacking 3. Manure or sludge [Beyond 5km up to 10km per KM]
12[5.23.1]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 1. Nominal concrete 1:1.5:3 or richer mix (i/c equivalent design mix) [Through Rate]
13[6.1.2]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [Through Rate]
14[6.1.6]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) [Through Rate]
15[6.14.1]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 : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) [Through Rate]
16[6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform [Through Rate]
17[6.33.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more [Through Rate]
18[6.39.1A]Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 1A. 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) up to 25% : 3 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) up to 25%). [Rate]
19[7.20.1]Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate] Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56715894
AUTHORITY Local Bodies
TENDER VALUE 26.16 Lakhs
LAST DATE 04-08-2026
Authority
Authority Name Urban Local Bodies
Work Description Tender for Providing And Laying Of Hdpe Dwc Pipe For Tapping And Diversion Of Grey Water In Mc Gohana. (Dnit Est. Cost: Rs. 26.17 Lacs)
Basic Detail
Tender No 2026579FE94D FF2C 41C8 B98F 7C1CF87BFAAB320ULB
Bidding Type Tender
Location
City Sonipat
State Haryana
Key Dates
Publish Date 29 Jul 2026
Submission Date 04 Aug 2026
Open Date 05 Aug 2026
Finance
Tender Value 26.16 Lakhs
Tender Fee 5000
EMD 52350
Exemption Available
Document List
0290ce3e-be7d-4e43-9466-1b844d843292.html
BOQ_616400.xls
Tendernotice_1 (10).pdf

Unlock Full AI Tender Summary

Get instant access to the complete AI-generated analysis — scope, eligibility, timeline & more.

Instant Access Secure Free
Your details are secure and used only for document delivery.

Tender Timeline

Jul 29, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 04, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 5 days
Aug 05, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 6 days

Tender Documents

Download All (ZIP) ↓
html

0290ce3e-be7d-4e43-9466-1b844d843292.html

xls

BOQ_616400.xls

pdf

Tendernotice_1 (10).pdf

Disclaimer

We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender

TenderDetail
Loading tenders