Housing Urban and Rular Development Government Departments Closing in 0 days TDR #50376591

Tender For Construction Of 18 M Wide Road R2 Drain And Culverts In Sector 25 Gida Gorakhpur

Issued by Government Departments · gorakhpur, Uttar Pradesh
Tender Value
3.70 Crore
Estimated cost
Bid Submission
01 Aug 2025
0 days left
EMD
20.53 Lakhs
Bank guarantee accepted
Document Fee
2950
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
gorakhpur → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Construction Of 18 M Wide Road R2 Drain And Culverts In Sector 25 Gida Gorakhpur

BOQ

Name of Work:- Construction of 18 M WideRoad R-2 Drain & Culvert in Sector - 25, GIDA, Gorakhpur.
Sl. No. Item Description
1Clearing jungle including uprooting of rank vegetation grass, bush, wood, trees and saplings of girth up to 30cm., Measured at a height of 1 m. above ground level & removal of rubbish upto a distance of 50m. Outside the periphery of area cleared. Sor No. - 259
2Dag-beling 15 cm (6\") deep in one line aligned, with flags and jhandies as directed by Engineers in charge. SOR No - 760
3Supply and filling of carted earth from a distance not exceeding 7 KM from the site of work and including cost of earth and all materials, labour T & P etc. Earth work in cutting or embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 0.50mtr. in depth and earth work in embankment & subgrade and earthen shoulders to be in 20cm Layers, including ramming and dressing the surface to required levels and slops and also including 1.5 meter lift and 30 meter lead. (Good Earth brought from out side away from GIDA notified area) MORTH Srno. 3.16 Specification 305.
4Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Morth Specification 4.10
5Providing, 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 mixed 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.complete as per clause 406.
6Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.complete as per clause 502. Morth Specification 5.01
7Providing and laying dense graded bituminous macadam with 100 TPH HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 4.5 per cent by weight of total mix and filler, transporting the 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 5.04 clause No. 505
8Providing and applying tack coat with bitumen VG 10 using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. MoRTH specification 5.02 clause No. 503
9Providing and laying bituminous concrete with 100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 5.4 per cent of mix and filler, transporting the 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 5.05 clause No. 507 complete in all respects.
10Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.compaction as per MoRTH specification 8.13 clause No. 803 complete in all respects.
11S/F of Pavement Maker (Cat Eye) Type X-ASTMD-4956-04 Avery Dimenson/3-M (USA Make) consisting of ASA plastic housing fitted with tightly adherent plotting compound. The housing shall contain prismatic two glass covered prismatic reflective face to reflect incident with includediron & geocentic gum light I/C all tax.
12KC DrainCement concrete with 4 cm. (1½\") gauge approved stone, ballast, approved coarse sand and cement in the proportionof 6:3:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. (SOR SNO-280)
13Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. R.C.C. Grade M20 compaction as per SOR 287 complete in all respects.
14Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping & hooks. MoRTH Specification 19.6 Cluase 1600
15Drain & Culvert Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.5 m. & lead upto 30 m. Including filling watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth removal & disposal of surplus earth as directed by engineer in charge upto a distance of 30m from the foundation trenches. SOR SNO- 251
16Cement concrete with 4 cm. (1½\") gauge approved stone, ballast, approved coarse sand and cement in the proportionof 6:3:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. (SOR SNO-280)
17Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. R.C.C. Grade M20 compaction as per SOR 287 complete in all respects.
18Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping & hooks.
19Providing steel R.S. Js/ built up steel sections including cutting welding / Rivetting hoisting fixing in position for composite girders with shear connectorMs sheet 5 mm thick @ 3.93kg/sqmCorner angles (75*75*6 mm) 1.5m long @ 6.8 kg

AI Tender Summary

OUR REF NO 50376591
AUTHORITY Government Departments
TENDER VALUE 3.70 Crore
LAST DATE 01-08-2025
Authority
Authority Name Gorakhpur Industrial Development Authority
Work Description Construction Of 18 M Wide Road R2 Drain And Culverts In Sector 25 Gida Gorakhpur
Basic Detail
Tender No 2499/GIDA/2025-26 DT. 23.07.2025
Bidding Type Tender
Location
City gorakhpur
State Uttar Pradesh
Key Dates
Publish Date 26 Jul 2025
Submission Date 01 Aug 2025
Open Date 01 Aug 2025
Finance
Tender Value 3.70 Crore
Tender Fee 2950
EMD 20.53 Lakhs
Exemption Not Available
Document List
BOQ_1930827.xls
Tendernotice_1.pdf
Tendernotice_2.pdf
37572982-23dd-4188-bb23-6747cbf4db0a.html

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Tender Timeline

Jul 26, 2025
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 01, 2025
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Aug 01, 2025

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
xls

BOQ_1930827.xls

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2.pdf

html

37572982-23dd-4188-bb23-6747cbf4db0a.html

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