Housing Urban and Rular Development Government Departments Closing in 6 days TDR #56674593

Tender For Construction Of Internal Access Roads Towards Buildings At Iti Zainakote C Us Srinagar.

Issued by Government Departments · Budgam, Jammu and Kashmir
Tender Value
1.32 Crore
Estimated cost
Bid Submission
05 Aug 2026
6 days left
EMD
2.64 Lakhs
Bank guarantee accepted
Document Fee
2600
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Budgam → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Construction Of Internal Access Roads Towards Buildings At Iti Zainakote C Us Srinagar.

BOQ

Name of Work:- Construction of Internal access roads towards buildings at ITI Zainakote C us Srinagar.
Sl. No. Item Description
1Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil.
2Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade.
3Supply and Laying of Granular Sub Base (GSB) to specified lines and grade including consolidation in layers with PRR of 8 to 10 tonne capacity including cost and carriage of all material involved etc complete job.
4Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :
5Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :
6Providing & laying of dry soling, hand packed, incl sand filling in voids in foundation including all leads, lifts and carriage head load etc upto site of work complete job.
7Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) incl. all leads, lifts, head loads and carriages of all material involved complete.
8Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). incl. all leads, lifts, head loads and carriages of all material involved complete.
9Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stoneaggregate) finished with a floating coat of neat cement including cementslurry and curing complete, but excluding the cost of nosing of steps etc.complete. 50 mm thick with 20mm nominal size stone aggregate.
10Providing and laying at or near ground level factory made kerb stone ofM-25 grade cement in position to the required line, level and curvaturejointed with cement mortar 1:3 (1 cement: 3 coarse sand) includingmaking joints with or without grooves (thickness of the joints except atsharp curve shall not to be more than 5mm) including making drainageopening wherever required complete etc. as per direction of Engineer-incharge (length of finished kerb edging shall be measured for payment).(Precast C.C. kerb stone shall be approved by Engineer-in-charge).
11Providing and laying factory made chamfered edge Cement Concretepaver blocks in footpath, parks, lawns, drive ways or light traffic parkingetc, of required strength, thickness & size/ shape, made by table vibratorymethod using PU mould, laid in required colour & pattern over 50mmthick compacted bed of sand, compacting and proper embedding/laying ofinter locking paver blocks into the sand bedding layer through vibratorycompaction by using plate vibrator, filling the joints with sand and cuttingof paver blocks as per required size and pattern, finishing and sweepingextra sand complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
12Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). incl. all leads, lifts, head loads and carriages of all material involved complete.
13Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Cold twisted bars of TMT Thermo-Mechanically Treated bars of grade Fe-500D or more. Steel in position. incl. all leads, lifts, head loads and carriages of all material involved complete.
14Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases of columns etc. for mass concrete.
1512mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 coarse sand) incl. all leads, lifts, head loads and carriages of all material involved complete.
16Steel work in built up tubular (round, square or rectangular hollow tubesetc.) trusses etc., including cutting , hoisting , fixing in position andapplying a priming coat of approved steel primer, including welding andbolted with special shaped washers etc. complete. Hot finished welded type tubes.
17Providing and Fixing of metallic ship chain incl. primer and paint matching with existing fixed with hooks, weighing not less than 0.62 kg/m incl.carriage complete.
18Finishing with Deluxe multi surface paint system for interiors andexteriors using primer as per manufacturers’ specifications: Painting steel work with deluxe multi surface paint of required shade to give an even shade. Two or more coats applied @ 0.90litre/10sqm over an under coat of primer applied @ 0.80litre/10sqm of approved brand and manufacture.
19Finishing walls with acrylic smooth exterior paint of required shade onNew work (Two or more coats applied @ 1.67 liter/10sqm over andincluding priming coat of exterior primer applied @ 2.20kg/10sqm)
20Supply, stacking of good earth at site including royalty, carriage up to site of work and consolidation in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 8-10 tonne roller rolling every layer with power roller and dressing up including etc complete.
21Providing and laying non-pressure NP2 class (light duty) R.C.C. pipeswith collars jointed with stiff mixture of cement mortar in the proportionof 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete .150 mm dia. R.C.C. pipe.
22Providing and laying non-pressure NP2 class (light duty) R.C.C. pipeswith collars jointed with stiff mixture of cement mortar in the proportionof 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete . 300 mm dia. R.C.C. pipe.
23Providing Retro-reflective regulatory sign board of size 900mm diametermade out of 2mm thick aluminum sheet, face to be fully covered with highintensity encapsulated lens type retro-reflective sheeting as approved byEngineer-in-charge. Letter, symbols, borders, etc. will be as per IRC:67with required colour scheme on the boards and with the high intensitygrade A. the aluminum sheet to be riveted to M.S. frame of angle iron ofsize 40x40x4mm. The boards will be fixed to 1 No. 50x50mm square postmade of M.S. angle 50x50x4mm, 4m long welded to the frame withadequate anti-theft arrangement. Sheet work to be painted with two ormore coats of synthetic enamel paint over an under coat (primer) and backside of aluminum sheet to be painted with two or more coats of epoxypaint including appropriate priming coat complete in all respects as perdirections of Engineer-in-charge.
24Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil.
25Supply and Laying of Granular Sub Base (GSB) / RBM (River Bed Material) Nallha graded stone aggregate to specified lines and grade including consolidation in layers with PRR of 8 to 10 tonne capacity including cost and carriage of all material involved et
26Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :
27Providing and Laying of dry soling, hand packed, incl. sand filling in voids in foundation incl. all leads, lifts, head loads and carriages of all material involved complete.
28Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size incl. all leads, lifts, head loads and carriages of all material involved complete.
29Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) incl. all leads, lifts, head loads and carriages of all material involved complete.
30Chequerred precast cement concrete tiles 22mm thick in footpath andcourtyard, jointed with neat cement slurry mixed with pigment to matchthe shade of the tiles, including rubbing, cleaning and curing complete,on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand) . Medium shade using 50% white cement and 50% ordinary cement.
31Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases of columns etc. for mass concrete.
3212mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) incl. all leads, lifts, head loads and carriages of all material involved complete.
33Finishing walls with acrylic smooth exterior paint of required shade onNew work (Two or more coats applied @ 1.67 liter/10sqm over andincluding priming coat of exterior primer applied @ 2.20kg/10sqm). Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56674593
AUTHORITY Government Departments
TENDER VALUE 1.32 Crore
LAST DATE 05-08-2026
Authority
Authority Name Public Works Department
Work Description Tender for Construction Of Internal Access Roads Towards Buildings At Iti Zainakote C Us Srinagar.
Basic Detail
Tender No NIT No.40/EE/RnB/BM/CS/4282-90 of 2026-27 DATEd 25.07.2026
Bidding Type Tender
Location
City Budgam
State Jammu and Kashmir
Key Dates
Publish Date 27 Jul 2026
Submission Date 05 Aug 2026
Open Date 06 Aug 2026
Finance
Tender Value 1.32 Crore
Tender Fee 2600
EMD 2.64 Lakhs
Exemption Not Available
Document List
70d269bb-8d33-46c1-80b6-520ac1faced1.html
BOQ_1044603.xls
Tendernotice_1 (10).pdf

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Tender Timeline

Jul 27, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 05, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 6 days
Aug 06, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 7 days

Tender Documents

Download All (ZIP) ↓
html

70d269bb-8d33-46c1-80b6-520ac1faced1.html

xls

BOQ_1044603.xls

pdf

Tendernotice_1 (10).pdf

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