Housing Urban and Rular Development Government Departments Closing in 6 days TDR #57266827

Tender For Lanes Drains, Beautification And Protection Works In Different Wards Of Mc Samba.

Issued by Government Departments · Samba, Jammu and Kashmir
Tender Value
1.94 Crore
Estimated cost
Bid Submission
08 Sep 2026
6 days left
EMD
3.88 Lakhs
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Lanes Drains, Beautification And Protection Works In Different Wards Of Mc Samba.

BOQ

Name of Work:- Lanes Drains, Beautification and protection works in different wards of MC Samba.
Sl. No. Item Description
1Earth 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
2Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar
3Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix)
4Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.
5Providing 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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
6Providing 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
7Providing 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)
8Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo-Mechanically Treated bars of grade Fe-500D or more.
9Centering and shuttering including strutting, propping etc. and removal of form for:
10Foundations, footings, bases of columns etc. for mass concrete.
11Suspended floors, roofs, landings, balconies and access platforms.
12Edges of slabs and breaks in floors and walls Under 20 cm wide
13Columns, pillars, piers, abutments, posts and struts.
14Lintel, beams, plinth beams, girders, bressumers and cantilevers.
15Providing and laying cement concrete in kerbs, steps and the like at or near ground level including curing, excluding the cost of centring, shuttering, and finishing. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size)
16Supply and laying of River Bed Materials including leveling, dressing, watering & consolidation in layer 20cm in depth each layer consolidated with power road roller of minimum 8 tonne capacity incl. carriages complete.
17Providing / laying water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller 8 to 10 tonne capacity etc. complete. Base course with 63mm to 45mm size including stone screenings 13.2mm size ( 150mm thick )
18Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge
19Providing and laying 50 mm th. bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. etc. Complete Job
20Providing and applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On W.B.M. @ 0.75 Kg/sqm.
21Providing and laying 30 mm semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 30 mm compacted thickness with bitumen of grade VG- 30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
22Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge.
23Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of the joints except at sharp curve shall not to be more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in- charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
24Painting road surface marking with adequate no. of coats to give uniform finish with read mixed road marking paint conforming to IS: 164, on bituminous surface in white/yellow shade including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete. New work (Two or more coats)
25Manufacturing supplying and fixing retro reflective sign boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type-IV of ASTM-D-4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC : 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminum alloy rivets @ 20cm c/c to back support frame of M.S. angle iron of size 25x25x3mm along with theft resistant measures mounted and fixed with 2 nos. M.S. angles of size 35x35x5mm to a vertical post made upto M.S. Tee section ISMT 50x50x6mm welded with base plate of size 100x100x5mm at the bottom end and including making holes in pipes, angle flats, providing and fixing M.S. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical M.S.-Tee support to be painted in black and white colours). Backside of aluminum sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads and lifts etc. complete as per rawing, specification and direction of Engineer-in-charge. Mandatory/Regulatory sign boards of 900 mm diameter with part as length of 3750 mm.
26Engaging of Labour for site clearance and removing of unhygenic mulba including disposal of the same before execution of work for an avg. Lead as directed by engineer-in-charge.
27Engaging of JCB/Machinery for site clearance as directed by engineer-in-charge.
28Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 120 cm girth upto and including 240 cm girth.
29Clearance of site and removing of mulba from site upto 3.00 Km as directed by engineer-in-charge.
30Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm dia. nominal bore
31Electric lighting by way of providing and fixing of cast iron ornamental poles and LED Lights/ LED Focus lights of specified wattage as directed by engineer-in-charge.
326 W - 12 W
3318 W - 24 W
34Cast iron lighting poles 10'.
3518 W - 25 W
36Carriage of stone aggregate below 40mm nominal size for an avg. Lead of 3 km including loading, unloading & stacking complete job.
37Carriage of Sand for an avg. Lead of 3 km including loading, unloading & stacking complete job.
38Carriage of Sand for an avg. Lead of 5 km including loading, unloading & stacking complete job.
39Carriage of stone aggregate for an avg. Lead of 5 km including loading, unloading & stacking complete job.
40Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive.
41Disposal of slush by manual means including loading, unloading and stacking upto 100 mtr. as directed by engineer-in-charge complete job.
42Disposal of slush by Mechanical means including loading, unloading and stacking upto 100 mtr. as directed by engineer-in-charge complete job.
43Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge:1:4:8 or leaner mix (i/c equivalent design mix)
44Steel 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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
45Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate.
46Providing 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)
47Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
48Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
49Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand)
50Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
5112mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand)
526 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand)
53Stone tile work for wall lining upto 10m height with special adhesive like araldite or equivalent over 12mm thick bed of cement mortar 1: 3 (1 cement : 3 coarse sand) including pointing in white cement with an admixture of pigment to match the stone shade. 8mm thick (mirror polished and machine cut edges) 7.40.1.1 Granite stone of any colour and shade
54Finishing walls with acrylic smooth exterior paint of required shade on New work (Two or more coats applied @ 1.67 liter/10sqm over and including priming coat of exterior primer applied @ 2.20kg/10sqm)
55Providing and fixing electric points complete in all respects as per necessary at site.
56Supplying and fixing of ornamental Statue on top slab including all fittings and necessary accessories complete job as directed by engineer-in-charge.(To be paid as per the actual size)
57Stainless steel lettering/logo signage board using ACP Sheet with back lighting including all fitting and necessary accessories complete job as directed by engineer-in-charge.
58Provision for inaguration of the scheme by way of Providing / Laying and engraved granite stone incl. pedestal and other allied items as per direction of Engineer-In-Charge ( Complete Job ) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57266827
AUTHORITY Government Departments
TENDER VALUE 1.94 Crore
LAST DATE 08-09-2026
Authority
Authority Name Road And Building Department
Work Description Tender for Lanes Drains, Beautification And Protection Works In Different Wards Of Mc Samba.
Basic Detail
Tender No 39 of 2026-27 dated 29-08-2026
Bidding Type Tender
Location
City Samba
State Jammu and Kashmir
Key Dates
Publish Date 31 Aug 2026
Submission Date 08 Sep 2026
Open Date 09 Sep 2026
Finance
Tender Value 1.94 Crore
Tender Fee 3000
EMD 3.88 Lakhs
Exemption Available
Document List
66d42607-c5e9-4662-a5e0-c75a5aaa4ecf.html
BOQ_1084120.xls
Tendernotice_1.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

Aug 31, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 08, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 6 days
Sep 09, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 7 days

Tender Documents

Download All (ZIP) ↓
html

66d42607-c5e9-4662-a5e0-c75a5aaa4ecf.html

xls

BOQ_1084120.xls

pdf

Tendernotice_1.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