Indian Tenders

Tender Notice

TDR 55336652
Tendering Authority Public Works Department
Tender No e-NIT No 11 of 2026-27 dated 04-05-2026
Tender ID 2026_PWDJK_309321_4
Tender Brief Tender For Construction Of Boys Toilet At Primary School Redu,District Kathua. (Pab 2025-26,Under Samagra Shiksha)
City Billawar
State Jammu And Kashmir
Document Fees INR 600 /-
EMD INR 4680.0 /-
Tender Value INR 2.34 Lakhs /-
Tender Type Tender
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender for Construction Of Boys Toilet At Primary School Redu,District Kathua. (Pab 2025-26,Under Samagra Shiksha)

Key Dates

Publish Date 04-05-2026
Last Date of Bid Submission 11-05-2026
Tender Opening Date 11-05-2026

Contact Information

Company Name Public Works Department
Contact Person Er. Mohd Qasim
Address Executive Engineer PWD R and B Division Billawar

BOQ Items

Name of Work:- Construction of Boys Toilet at Primary School Redu,District Kathua. (PAB 2025-26,Under Samagra Shiksha)
Sl. No. Item Description
1Earth 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, within a lead of 1mtr.
2All kinds of soil.
3Earth work in bulk excavation by manual means 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.A) All Kind of soil.
4Providing 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:
51:5:10 (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:
71:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 20% boulder.
8Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with :A)Cement mortar 1:6 (1 Cement : 6 coarse sand)
9Reinforced 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 A) 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
10Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level A) Cold twisted bars.
11Providng and fixing of wall pannel 60 mm thick(puff pannel) and width 1 mtr or more insulated thick pannel with 0.50 mm PGI sheet both sides 40+2 kg denisty, fixing on steel frame work with necessory screws,including providing and fixing in shape of 75x25x3.20 mm MS hollo pipe trusses and roofing with CGI sheets 0.63mm colour coated fixing with necessory screws and door/ windows shall be made of powder coated aluminimum section with 6mm thick ACP sheet as per the direction Engineer-incharge including all accessories fittings/fixtures. The flooring shall be done in the vitrified tile of 600x600 size over bed of cement concrete flooring and including electric fittings. All carriage of metrial upto msite of workcomplete job.(LMR)
12Centering and shuttering including strutting, propping etc. and removal of form work for:A) Foundations, footings, bases for columns
13Suspended floors, roofs, landings, balconies and access platforms.
14Edges of slabs and breaks in floors and walls Under 20 cm wide
15Filling 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.
16Providing and fixing G.I. pipes complete with G.I. fittings and clamps,including cutting and making good the walls etc.:A)15 mm dia. nominal bore
17Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflowpipes but without fittings and the base support for tank
18Providing and laying in position flow trap including all fittings complete job.(LMR)
19Providing and fixing white vitreous china water closet squatting pan (Indian type)A) Long pattern W.C. pan of size 580 mm
20Providing and fixing 15 mm nominal bore C.P. brass bib cock of approved quality conforming to IS : 8931
21Providing and fixing uplasticized PVC connection pipe with brass unions A) 30 cm length. (i) 15mm nominal bore
22Providing and laying in position pvc drainage pipe including all fittings complete job. A) 4''-o' dia (LMR)
23Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete. A)15 mm nominal bore
24Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work)A) 15 mm nominal bore
25Steel work welded in built up sections/framed work, including cutting in gratings, frames, guard bar, ladder, railings, brackets, gate and similar works. (LMR)
26Carriage of the following materials by Mechanical Transport/head load from source to site of work incl. loading, unloading and stacking complete :-
27Sand for an average lead of 22 Km by MT and 7 km by H.L
28Stone aggregate below 40mm nominal size for an average lead of 22 Km by MT and 7 km by H.L
29Stone aggregate 40mm and above for an average lead of 22 Km by MT and 7 km by H.L
30Stone/boulders for an everage lead of 500 mtr by HL. Please Enable Macros to View BoQ information

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