Heavy Industries and Public Enterprises Government Departments Closing in 5 days TDR #56740717

Tender For Construction Of Road And providing and laying Interlocking Tiles On Road Patries Road No. 1, 2, 3, 6, 9, 11 And Service Road At I.A. Surajpur Site-B & C Distt. G.B. Nagar.

Issued by Government Departments · Ghaziabad, Uttar Pradesh
Tender Value
7.24 Crore
Estimated cost
Bid Submission
06 Aug 2026
5 days left
EMD
17.08 Lakhs
Bank guarantee accepted
Document Fee
8850
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction Of Road And providing and laying Interlocking Tiles On Road Patries Road No. 1, 2, 3, 6, 9, 11 And Service Road At I.A. Surajpur Site-B & C Distt. G.B. Nagar.

BOQ

Name of Work:- Construction of road and P/L Interlocking tiles on road patries road No. 1, 2, 3, 6, 9, 11 and Service road at I.A. Surajpur Site-B & C Distt. G.B. Nagar.
Sl. No. Item Description
1Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M.in depth and earth work in embankment to be in 20 cm. layers Including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. excluding Royallity. Wherever applicable for small work or Abadi area. (Where machine con not reach/move)
2Supply & Stacking of 90-45 mm gauge approved stone ballast (15cm loose) for patches & Soling coat duly stacked on road side true to template including dressing surface where materials is to be staked including cost of materials its cartage octoi royalty, labour T&P etc. required for proper completion of the work as per direction of Engineer-in-Charge.
3Supply & Stacking of 63-45 mm gauge approved stone ballast (10cm loose) for patches & Inter coat duly stacked on road side true to template including dressing surface where materials is to be staked including cost of materials its cartage octol royalty, labour T&P etc. required for proper completion of the work as per direction of Engineer-in-Charge.
4Supply & Stacking of 53-22.4 mm gauge approved stone ballast (10cm loose) for patches & top coat duly stacked on road side true to template including dressing surface where materials is to be staked including cost of materials its cartage octoi royalty, labour T&P etc. required for proper completion of the work as per direction of Engineer-in-Charge.
5Supply & Stacking of crushed stone dust for consolidation of stone ballast as screening material including octoi royalty, labour T&P etc. required for proper completion of the work as per direction of Engineer-in-Charge.
6Consolidation of 90-45 mm gauge hard stone ballast for 15cm (loose) thick Soling coat by road roller including hire and fuel charges of road roller excluding cost of stone ballast but including opening out stacks, sorting ballast into different sizes spreading making medhi to retain water also including labour for spraying screening material to be used for blinding purpose and also including cost of carriage of materials & water and T & P etc. required for proper completion of the work water for consolidation to be arranged by the contractor himself at his own cost as per direction of Engineer-in-charge.
7Consolidation of 63-45 mm gauge hard stone ballast for 10cm (loose) thick inter coat by road roller including hire and fuel charges of road roller excluding cost of stone ballast but including opening out stacks, sorting ballast into different sizes spreading making medhi to retain water also including labour for spraying screening material to be used for blinding purpose and also including cost of carriage of materials & water and T & P etc. required for proper completion of the work water for consolidation to be arranged by the contractor himself at his own cost as per direction of Engineer-in-charge.
8Consolidation of 53-22.4mm gauge hard stone ballast for 10cm (loose) thick top coat by road roller including hire and fuel charges of road roller excluding cost of stone ballast but including opening out stacks, sorting ballast into different sizes spreading making medhi to retain water aiso including labour for spraying screening material to be used for blinding purpose and also ineluding cost of carriage of materials & water and T & P etc. required for proper completion of the work water for consolidation to be arranged by the contractor hinself at his own cost as per direction of Engineer-in-charge.
9Brick edging on the side of the road of first class bricks 22 Cm, Wide 11cm deep. Laid with mud mortar including labour & supply of bricks finished to the requred template and in proper alignment and also ineluding dressing and rammimng the execavated earth as direeted by the Engineer-in-charge.
10Concrete with 2cm gauge stone grit, coarse and cement in proportion of 4:2:1 including supply of all material, labour and T&P etc. required for proper completion of the work as per direction of Engineer-in-Charge.
11Providing and laying factory made chamfered edge Cement Concrete paver blocks (80mm thick M-40 grade) in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in- Charge.
12Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 percent by weight of total mix and filler, transporting the hot mix to wark 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 MORT&H specification clause No. 505 complete in all respects. Unit = Cum/Sqm including tack coat using bitumin @ .20kg per Sqm 50mm Compected Thickness
13Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading. gremied with bituminous binder @ 5.4 percent 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 with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 507 complee in all respects.. Unit = Cum/Sqm including tack coat using [email protected] per Sqm. 25mm Compected Thickness
14Providing and fixing Glow studs of size 100x200mm made of heavy duty body shall be moulded ASA (Acrylic styrene acryloretrite) or HIP (High impact polystyrene) or ABS having electronically welded microprismatic lens with abrasion resistant coating as approved by engineer in charge the glow stud shall support a load of 13635kg rested in accordance with ASTM D4280. Tslope of ratro-reflective surface shall be 35 (+/05) degress to base. The reflective panels on both sides with at least 12cm of reflective area up each side. The luminance intensity should be as per the specificatio and shall be tested as described in ASTM 1:809 as recommended in BS: 873 part 4:1973. The studs shall be fixed to the road surface using the adhesive conforming to IS as per procedure recommended by the munufacturer complete and as per direction of of Engineer- in-charge.
15Providing and laying of hot applied thermoplastic compound 2.5 mm thiick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exelusive of surfaee applied glass beads as per IRC:35 The finished Surface to be level uniform and free from streaks and holes. Rates are inclusibe of a.l taxes. rovally etc. all T&P/machine material and labour required for proper completion of work.
16Cartage of ballast kankar coal gri: or sand including loading & unloading but excluding stacking on pakka roads (cartage for 5 km) the earth from cutting to be used in making embankment or to be deposited as spoil banks with-in-30m distance as directed by the engineer incharge excluding royality wherever applicable for small work or abadi area (where cachine can not reach/move) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56740717
AUTHORITY Government Departments
TENDER VALUE 7.24 Crore
LAST DATE 06-08-2026
Authority
Authority Name Uttar Pradesh State Industrial Development Corporation Limited
Work Description Tender for Construction Of Road And providing and laying Interlocking Tiles On Road Patries Road No. 1, 2, 3, 6, 9, 11 And Service Road At I.A. Surajpur Site-B & C Distt. G.B. Nagar.
Basic Detail
Tender No CD_II_72_DT_05062026
Bidding Type Tender
Location
City Ghaziabad
State Uttar Pradesh
Key Dates
Publish Date 30 Jul 2026
Submission Date 06 Aug 2026
Open Date 06 Aug 2026
Finance
Tender Value 7.24 Crore
Tender Fee 8850
EMD 17.08 Lakhs
Exemption Not Available
Document List
5901b4a7-0ab3-494d-acf4-6fb8074590ff.html
BOQ_2203942.xls
etenderdocuments.pdf
feeformat.xls
Tendernotice_1.pdf

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Tender Timeline

Jul 30, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 06, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 5 days
Aug 06, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 5 days

Tender Documents

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html

5901b4a7-0ab3-494d-acf4-6fb8074590ff.html

xls

BOQ_2203942.xls

pdf

etenderdocuments.pdf

xls

feeformat.xls

pdf

Tendernotice_1.pdf

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