Housing Urban and Rular Development Government Departments Closing in 5 days TDR #57999468

Tender For Construction Of Vending Zone At Laroo Bus Adda Kulgam.

Issued by Government Departments · Kulgam, Jammu and Kashmir
Tender Value
1.27 Crore
Estimated cost
Bid Submission
23 Oct 2026
5 days left
EMD
2.55 Lakhs
Bank guarantee accepted
Document Fee
2600
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction Of Vending Zone At Laroo Bus Adda Kulgam.

BOQ

Name of Work:- Construction of Vending Zone at Laroo Bus Adda Kulgam.
Sl. No. Item Description
1Earth 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) includingdisposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed byEngineer-in-Charge All kinds of soil :
2P/L of dry stone soling duly hand packed including carriage
3Providing 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 40mm nominal size)
4Providing 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)
5Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°,landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiralstair cases upto five level including curing but excluding the cost of centring, shuttering,finishing and reinforcement with5.3.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
6Providing 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 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
7Centering and shuttering including strutting, propping etc. and removal of form work for:
8Foundations, footings, bases for columns
9Suspended floors, roofs, landings, balconies and access platforms
10Edges of slabs and breaks in floors and walls Under 20 cm wide
11Lintel beams
12Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 1:4 (1 cement and 4 coarse Sand ) including Carriages
13Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto first floor level
1415mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 fine sand)
156mm Cement plaster of mix: 1 : 3 ( 1 cement : 3 fine sand) ceilings
16Providing and applying Plaster of Paris putty (Wall putty) of 2mm thickness over plastered surface to prepare the surface even and smooth complete
17Providing and applying white cement based putty of specified thickness, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 2 mm thick
18Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
19Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded
20Providing coloured corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required, 0.50 mm thick with zinc coating not less than 275 gram/m2
21Providing and fixing 20mm thick wooden planks ceiling (frame work for base to be paid for separately) with M.S. screws, 2nd class kail wood
22Providing and fixing plained eaves boarding. 2nd class kail wood 250x32 mm (nominal size)
23Development of site by means of levelling, earthfilling grassing etc
24Ploughing the Existing ground to a depth of 15cm to 25cm and watering the same . All kinds of soil
25Surface 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 upto1.5 m in -All kinds of soil
26Grassing with selection no. 1 grass including watering & maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds & fit for mowing including supplying of good earth if needed (the good earth shall be paid separately.)
27Providing and planting different varieties of plants of approved quality and sizes mentioned including making pits of required size at site refilled with B C Soil mixtures manuring and pesticides etc including the cost of pesticides and manure.
28Rose hybrid varieties
29Hibiscus (gudhal)
30Chrysanthemum
31Dahlia
32Chinar
33Deodar
34Thuja
35Pansy
36Viola
37Aster Palm
38Providing and placing in position 3 seater cast iron benches with arm rests 5 feet long with back support
39P/f of 3x9 inch Bujj tiles on the façade of the building laid in 1:3 cement sand mix mixed with 50 % of tiles jadhesive in different patterins as per engineer in charge complete job
40Providing and fixing double scaffolding system (cup lock type) on theexterior side, up to seven storey height made with 40 mm dia M.S. tube1.5 m centre to centre horizontal and vertical tubes joining with cup andlock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S.staircase system in the scaffoldings for working platform etc. andmaintaining it in a serviceable condition for the required duration asapproved and removing it thereafter. The scaffolding system shall bestiffened with bracings, runners, connection with the building etc.wherever required for inspection of work at required locations withessential safety features for the workmen etc complete as per directionsand approval of Engineer-in-charge
41Supplying and fixing rolling shutters of approved make, made of requiredsize M.S. laths, interlocked together through their entire length and jointedtogether at the end by end locks, mounted on specially designed pipe shaftwith brackets, side guides and arrangements for inside and outside lockingwith push and pull operation complete, including the cost of providing andfixing necessary 27.5 cm long wire springs manufactured from high tensilesteel wire of adequate strength confirming to IS:4454 part-1 and M.S. topcover of required thickness for rolling shutters.10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover
42Development of Footpath
43Earth 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 :
44Demolishing RCC work/tiles etc by mechanical means & stockpiling at designated locations & disposal of dismantled materials upto a lead of 1 kilometer, stacking serviceable & unserviceable material separately including cutting reinforcement bars
45P/L of dry stone soling duly hand packed including carriage by MT 05 Kms
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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
47Chequerred precast cement concrete tiles 22mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the 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). Dark shade using ordinary cement and fixing the edges with 4 inch concrete for which the amount will be provided separately.
48Providing, laying and making kerb channel 30cm wide and 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate20mm nominal size) over 75mm bed of dry brick ballast 40mm nominalsize well rammed and consolidated and grouted with fine sand includingfinishing the top smooth etc. complete as per direction of Engineer-incharge
49Providing 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-incharge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge)
50Carriage of Materials from source of supply to site of Work by MT 25km: Sand/Stone aggregate
51Disposal of extra excavated earth with 2km as directed by EIC
52Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately): First class kail wood
53Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work over and including wood primer of approved brand
54Applying priming coat:With ready mixed pink or grey primer of approved brandand manufacture on wood work (hard and soft wood)
55Carriage of Materials from source of supply to site of Work by MT 25km Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57999468
AUTHORITY Government Departments
TENDER VALUE 1.27 Crore
LAST DATE 23-10-2026
Authority
Authority Name Public Works Department
Work Description Tender for Construction Of Vending Zone At Laroo Bus Adda Kulgam.
Basic Detail
Tender No 82/2026-27/RnB/Kul/7703-13 Dtd 12-10-2026
Bidding Type Tender
Location
City Kulgam
State Jammu and Kashmir
Key Dates
Publish Date 13 Oct 2026
Submission Date 23 Oct 2026
Open Date 24 Oct 2026
Finance
Tender Value 1.27 Crore
Tender Fee 2600
EMD 2.55 Lakhs
Exemption Not Available
Document List
bd827b16-6444-4fa6-b1f9-4d844c75e475.html
BOQ_1109929.xls
Tendernotice_1.pdf

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Tender Timeline

Oct 13, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 23, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 5 days
Oct 24, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 6 days

Tender Documents

Download All (ZIP) ↓
html

bd827b16-6444-4fa6-b1f9-4d844c75e475.html

xls

BOQ_1109929.xls

pdf

Tendernotice_1.pdf

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