Housing Urban and Rular Development Local Bodies Closing in 1 days TDR #57171275

Tender For Providing External Sewerage Scheme In Sector-14P-I, P-Ii And Sector-33P-I Hisar. Providing, Laying, Jointing, Testing And Commissioning Of 900Mm Dia Reinforced Cement Concrete Np-4 Sewerage Pipeline For Diversion Of The Existing External S

Issued by Local Bodies · Hisar, Haryana
Tender Value
49.20 Lakhs
Estimated cost
Bid Submission
31 Aug 2026
1 days left
EMD
98400
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Providing External Sewerage Scheme In Sector-14P-I, P-Ii And Sector-33P-I Hisar. Providing, Laying, Jointing, Testing And Commissioning Of 900Mm Dia Reinforced Cement Concrete Np-4 Sewerage Pipeline For Diversion Of The Existing External Sewerage Line Due To Collapse Of Existing Sewer Line Near The Stp Site Of Sector-14P-Ii And 33P, Hisar And All Other Works Contingent Thereto (Including Three Years Maintenance And Defect Liability Period Free Of Cost) -[Dnit No.-174303] A/C Rs. 49.20 Lacs

BOQ

Name of Work:- Providing External Sewerage scheme in Sector-14P-I, P-II and Sector-33P-I Hisar. Providing, laying, jointing, testing and commissioning of 900mm dia RCC NP-4 sewerage pipeline for diversion of the existing external sewerage line due to collapse of existing sewer line near the STP site of Sector-14P-II and 33P, Hisar and all other works contingent thereto (Including Three years maintenance and defect liability period free of cost) -[DNIT No.-174303] A/c Rs. 49.20 lacs
Sl. No. Item Description
1[11.5.1]12 mm cement plaster of mix : 1. 1:2 (1 cement: 2 fine sand)
2[11.52]Cement rendering on plaster 1 mm thick
3[15.1.2.1]Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORTandH specifications Ordinary soil 2.1. Mechanical Means Depth up to 3 m
4[15.1.2.2]Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORTandH specifications Ordinary soil 2.2. Mechanical Means Depth 3 m to 6 m
5[15.1.2.3]Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORTandH specifications Ordinary soil 2.3. Mechanical Means Depth above 6m
6[21.28]Providing and fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS :1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge
7[21.44.15.1]Lowering plain and reinforced concrete pipes and specials into trenches for all depths and laying out the same to correct alignment gradients levels etc., including all dressing and trimming and cutting of concrete beds and joint holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benching haunches and envelope are completed. The pipes shall rest on the beds at all points throughout their lengths and to ensure this they shall be grouted in where necessary as described in item no.21.38 including carriage from the stores of the Engineer-in-charge and safe delivery thereof at site of works. This includes, loading, unloading, stacking at convenient points adjacent to the works ready for lowering as may be found most convenient in the interest of work. (For NPI or NP2 and NP3 or NP4 pipes) 15.1. 1000 mm internal diametre of sewer - NP1 or NP2 Pipe
8[21.93.2]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. 2. Type:- Extra Heavy Duty Set (EHD-20) 560MM Clear Opening
9[22.170.3]Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 3. 900 mm dia RCC pipes.
10[3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth
11[3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth
12[4.33]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
13[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)
14[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)
15[6.1.4]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: 4. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)
16[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)
17[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)
18[6.30.2]Centering and shuttering including strutting, propping etc. and removal of form for 2. Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
19[6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform
20[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
21Plugging and unplugging of trunk sewer line of Size 800mm i/d including 15mm M.S plate, angle, welding cutting with sand bags brick, cement sand polythene wooden piece labour masson, Gas Mask Kit with all safety equipment etc complete in all respect. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57171275
AUTHORITY Local Bodies
TENDER VALUE 49.20 Lakhs
LAST DATE 31-08-2026
Authority
Authority Name Haryana Urban Development Authority
Work Description Tender for Providing External Sewerage Scheme In Sector-14P-I, P-Ii And Sector-33P-I Hisar. Providing, Laying, Jointing, Testing And Commissioning Of 900Mm Dia Reinforced Cement Concrete Np-4 Sewerage Pipeline For Diversion Of The Existing External Sewerage Line Due To Collapse Of Existing Sewer Line Near The Stp Site Of Sector-14P-Ii And 33P, Hisar And All Other Works Contingent Thereto (Including Three Years Maintenance And Defect Liability Period Free Of Cost) -[Dnit No.-174303] A/C Rs. 49.20 Lacs
Basic Detail
Tender No 20266DDC567A E37C 4EE9 ABEF 73FD3E43A791260HSV
Bidding Type Tender
Location
City Hisar
State Haryana
Key Dates
Publish Date 24 Aug 2026
Submission Date 31 Aug 2026
Open Date 01 Sep 2026
Finance
Tender Value 49.20 Lakhs
Tender Fee 1000
EMD 98400
Exemption Available
Document List
BOQ_622602.xls
e2947561-fcfb-4a2f-a8c0-edfb5890eef4.html
Tendernotice_1 (11).pdf

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Tender Timeline

Aug 24, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 31, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 1 day
Sep 01, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 2 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_622602.xls

html

e2947561-fcfb-4a2f-a8c0-edfb5890eef4.html

pdf

Tendernotice_1 (11).pdf

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