Housing Urban and Rular Development Government Departments Closing in 8 days TDR #57159973

Tender For Construction Of Sheep Shed With Batten Floor At Zaban Under Hadp Project Self Sustenance In Mutton Production For Its Extension During Year 2026-27

Issued by Government Departments · Ramban, Jammu and Kashmir
Tender Value
1.34 Crore
Estimated cost
Bid Submission
11 Sep 2026
8 days left
EMD
2.69 Lakhs
Bank guarantee accepted
Document Fee
2600
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender For Construction Of Sheep Shed With Batten Floor At Zaban Under Hadp Project Self Sustenance In Mutton Production For Its Extension During Year 2026-27

BOQ

Name of Work:- Construction of Sheep Shed with Batten Floor at Zaban under HADP Project Self Sustenance in Mutton Production for its extension during year 2026-27
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) 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 :
2Earth 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. Ordinary Rock
3Earth 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.Hard Rock (Blasting prohibited)
4Earth work in excavation by manual means 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: 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
6Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
7Providing and laying of stone soling 75 mm nominal size in trenches hand packed all inclusive leads, lifts, loading, unloading, head load, ramming / dressing and carriage of material from approved nearest sources to site of work complete
8Supplying and Fillinng in plinth with GSB /RMB including watering, ramming consolidation and dressing complete
9Providing supplying and stacking of soling including laying, Ramming complet as per Engineer in charge
10Providing and laying of stone soling (hand packed) in excavated trenches including carriage by mechanical transport at site of work
11Providing 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)
12Providing 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) with 20% boulder
13Providing 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 :1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
14Reinforced 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)
15Reinforced 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)
16Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge. Made of G.I. wire of dia 4 mm
17Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.
18Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
19Centering and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers.
20Centering and shuttering including strutting, propping etc. and removal of form for: Columns, pillars, piers, abutments, posts and struts.
21Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms.
22Centering and shuttering including strutting, propping etc. and removal of form for: Edges of slabs and breaks in floors and walls Under 20 cm wide
23Providing weepholes in brick masonry/ stone masonry, plain / reinforced concrete abutments, wing wall. Return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V) : 20(H) towards drawing face complete as per drawings and technical specifications clause 614, 709, 1204.3.7.
24Brick 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)
25Brick 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) with Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
2612mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand)
2715mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 fine sand)
286 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand)
29Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1cement :4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete Size of tile 600x600 mm
30Providing 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
31Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
32Providing edge moulding to 18 mm/16 mm thick marble stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite Work
33Finishing with Deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers’ specifications: Two or more coats applied @ 1.25 liter/10sqm over and including one coat of special primer applied @ 0.75liter /10sqm
34Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
35Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes channels, plates etc. including welding ,grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete ,including fixing the railing with necessary accessories and stainless steel dash fasteners, stainless steel bolts etc. of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
36Providing 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
37Providing and fixing wire gauze shutters using galvanized M.S. wire gauze of average width for aperture 1.4 mm in both directions with wire of dia. 0.63 mm for doors, windows and clerestory windows with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws as per direction of Engineer-in-charge : First class kail wood 35 mm
38Providing and fixing glazed shutters for doors, windows and clerestory windows using 4mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. First class kail wood 35 mm
39Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. First Class kail wood
40Finishing with Deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers’ specifications: Painting wood work with deluxe multi surface paint of required shade. Two or more coats applied @ 0.90litre/10sqm over an under coat of primer applied @ 0.75litre/10sqm of approved brand and manufacture
41Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
42Providing and fixing ISI marked oxidized M.S. tower bolt black finish, (Barrel type) with necessary screws etc complete. 100x10 mm
43Providing and fixing ISI marked oxidized M.S. tower bolt black finish, (Barrel type) with necessary screws etc complete. 150x10 mm
44Providing and fixing ISI marked oxidized M.S. handles conforming to IS : 4992 with necessary screws etc. complete : 100 mm
45Providing and fixing ISI marked oxidized M.S. handles conforming to IS : 4992 with necessary screws etc. complete : 125 mm
46Providing and fixing ISI marked oxidized M.S. sliding door bolts with nuts and screws etc. complete : 250x16 mm
47Providing and fixing precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
48Structural 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
49Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
50Supply and fixing the following sizes of RIGID PVC conduits 1.8 mm thick (ISI Marked) complete with accessories such as bends, junction boxes, pull boxes etc., in recess or on surface including cutting chases in the walls/floors and making good the same 32 mm dia RIGID PVC conduits.
5125 mm dia RIGID PVC conduits.
5220 mm dia PVC flexible Conduit
5325 mm dia PVC flexible Conduit
5432 mm dia PVC flexible Conduit
55Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position : Budloo / Fir wood
56Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in charge. Made of G.I. wire of dia 4 mm
57Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position : Budloo / Fir wood
5812 mm thick marin plywood conforming to IS:710 over frame ceiling
59Carriage of Material by Mechanical Transport including loading, unloading and stacking at site:1. Sand & Aggregate for an avg lead of 45 Km
602. Brick for an avg lead of 65 Km Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57159973
AUTHORITY Government Departments
TENDER VALUE 1.34 Crore
LAST DATE 11-09-2026
Authority
Authority Name Public Works Department
Work Description Tender For Construction Of Sheep Shed With Batten Floor At Zaban Under Hadp Project Self Sustenance In Mutton Production For Its Extension During Year 2026-27
Basic Detail
Tender No FRESH NIT 42 of 2026-27 Dated 22-08-2026
Bidding Type Tender
Location
City Ramban
State Jammu and Kashmir
Key Dates
Publish Date 22 Aug 2026
Submission Date 11 Sep 2026
Open Date 12 Sep 2026
Finance
Tender Value 1.34 Crore
Tender Fee 2600
EMD 2.69 Lakhs
Exemption Not Available
Document List
BOQ_1076810.xls
ffb6783c-a2ea-47a7-b5bf-55fde916f159.html
Tendernotice_1 (11).pdf

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Tender Timeline

Aug 22, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 11, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 8 days
Sep 12, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 9 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_1076810.xls

html

ffb6783c-a2ea-47a7-b5bf-55fde916f159.html

pdf

Tendernotice_1 (11).pdf

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