Housing Urban and Rular Development Government Departments Closing in 2 days TDR #58189238

Tender For Revival And Restoration Of Temple & Its Puja Room And Bathroom In The Premises Of Thainsar,Asthapan Nanil Anantnag. Advt.Cost=₹ 82.56 Lacs, Amount Without Gst= ₹69.97 Lacs, Gst Amount= ₹12.59 Lacs

Issued by Government Departments · Anantnag, Jammu and Kashmir
Tender Value
82.56 Lakhs
Estimated cost
Bid Submission
02 Nov 2026
2 days left
EMD
1.65 Lakhs
Bank guarantee accepted
Document Fee
1600
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Revival And Restoration Of Temple & Its Puja Room And Bathroom In The Premises Of Thainsar,Asthapan Nanil Anantnag. Advt.Cost=₹ 82.56 Lacs, Amount Without Gst= ₹69.97 Lacs, Gst Amount= ₹12.59 Lacs

BOQ

Name of Work:- Revival and Restoration of Temple & its Puja Room and Bathroom in the premises of Thainsar,Asthapan Nanil Anantnag. Advt.Cost=₹ 82.56 lacs, Amount without GST= ₹69.97 lacs, GST amount= ₹12.59 lacs
Sl. No. Item Description
1A)Construction of Puja Room & Bathroom: Site clearance/Removal of debris including cutting trees, vegetation and bushes tree parts and clearance of site from all deposited mulba/materials
2Dismantalling old concrete work, steel work and roofing work (Subject to actual)
3Earth 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 anddisposal of surplus excavated earth as directed, within a lead of 50 metres:
4Providing & Laying of stone soling (dully hand packed)including watering dressing and ramming with all carriages loading un- loading and stacking etc complete
5Providing & laying in position cement concrete of specified grade excld. The cost of centring and shuttering all work upto plinth level(1:4:8 coarse sand 40mm nominal size crushed stone agg.)
6P/L in position specified grade of cement cencrete excld. The cost of centring, shuttering, finishing -All work upto plinth level. 1:2:4 graded stone agg. 20mm nominal size
7P/L in position specified grade of reinforced cement cencrete excld. The cost of centring, shuttering, finishing and reinforecement-All work upto plinth level. 1:2:4 graded stone agg. 20mm nominal size
8Reinforced cement conc. Work in beams, suspended floors roofs having slope upto 15 deg. Landing balconies, shelves, lintels upto floor 5 level excld. Centring, shuttering in 1:1.5:3 20mm stone agg. Nominal size
9Reinforcement for RCC work incld straightning, cutting, bending, placing in position & binding all complete (Thermo-mechanically treated bars)
10Centring and shuttering incld. Strutting, proping etc & removal of form work for Founadtions, footings, bases of columns for mass concrete
11Centring and shuttering incld. Strutting, proping etc & removal of form work for colums, pillars, piers, abts, posts and strats
12Providing and laying chisel dressed Devri Stone of size 300x200 mm face with 150 mm (Corner stone double face dressed) depth in cement mortar 1: 6 (1 cement : 6 coarse sand) including curing. Fine chisel dressed i/c coronice on top of pillars as directed and carriages complete job. For Main Gate) i/c lead of 25 km
13Brick work with F.P.S (non modular) bricks of class designation 75 in superstructure up to level v in 1:6 mix (1 cement: 6 coarse sand) including carriage of all materials from approved sources upto site of work complete.
14Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5 mm size,with top and bottom rail of T-iron 40x40x6mm,with 40mm dia,steel pulleys,complete with bolts,nuts,locking arrangements,stoppers handles, including applying a priming coat of approved steel primer
15Brick work with F.P.S (non modular) bricks of class designation 75 in foundation and plinth in 1:6 mix (1 cement: 6 coarse sand) including carriage of all materials from approved sources upto site of work complete.
16CEMENT PLASTER (IN FINE SAND) 12 mm cement plaster of mix 1:4 ( 1 cement:4 fine sand)
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
18Finishing wall with premium acrylic smooth exterior paint with silicone additives of required shade on New work (two or more coats applied @1.43 liter/10sqm over and including priming coat of water exterior paintapplied @ 2.20kg/10sqm)
19Providing 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 but including cost of carriages (imported wood)
20Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. ( imported wood 30 mm thick)
21Providing 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 12 mm thick board
22Providing 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 :
23P/F of aluminium fittings ISI marked as per IS 1868 transparent or dyed to reqd colour with necessary screws etc complete job Handles 200 mm
24Handles 125 mm
25Tower bolt 150 x 10 mm
26Tower bolt 100 x 10 mm
27Sliding bolt 300x16mm
28Dry random rubble masonry with hard stone from quarry including bond stone and carriage of same from approved source upto site of work, complete
29Providing/Fixing CP Brass fittings of standard quality and make (Jaguar/ equivelant standard make) Angle valve
30Bib Cock
31Providing and fixing CP Brass Single lever telephonic wall mixer ofquality & make as approved by Engineer in charge.15 mm nominal dia
32Providing and fixing 15 mm nominal bore of standard back type C.P.brass close hole basin mixer pillar tap of approved quality and make,weighing not less than 1.970 kg.
33Towel rod
34PVC Connection
35Providing and fixing ball valve (brass) of approved quality, High or lowpressure, with plastic floats complete 25 mm Nominal Bore
36Ball Cock
37Tanky nipple
38CP EXTENSION NIPPLE
39Providing/Fixing of PVC pipes and fittings of prince make or equivelant including jointing / testing complete (B Type ) Pipe 75mm dia
40Pipe 100mm dia
41Floor Traps 100mm
42Providing/Fixing of PPR pipes and fittings of prince make or equivelant including jointing / testing complete (B Type ) Pipe 16mm
43Pipe 25mm
44Union 15mm
45Union 25mm
46Providing /Fixing of 1 HP water Motor Crompton including fixtures and carriages
47Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI: 127101 marked indicating the BIS licence no. with cover and suitable locking arrangements and making necessary holes for inlet, outlet and overflow pipes complete
48P/F of water heater (Gyser) 50 liter. Capacity of Venus make including all necessary fittings / fixtures complete.
49Constructing brick masonry chamber for underground C.I. inspection chamber and bend with common burnt clay (non modular) bricks of class designation 7.5 in cement mortar 1:4 ( 1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg ) R.C.C. top slab with 1:1 ½ : 3 mix ( 1 cement : 1 ½ coarse sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : Inside dimensions 455x610 mm and 45 cm deep for single pipe line-
50Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- White Vitreous China Wash basin size 550x400 mm with a 15 mmCP Brass single hole basin mixer
51Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer
52Providing and fixing mirror of superior glass (of approved quality) and ofrequired shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing (Rectangular shape 453x357 mm)
53Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or S trap, 10 liter low level white P.V.C. flushing cistern, including flush pipe (of approved make) with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required White vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
54Structural steel work welded in built up sections, framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer and including all carriages complete.
55Providing and fixing of 0.5mm thick red color hi-rib sheets of approved profile as approved by Engineer-in-Charge in roofing including carriage of same upto site of work complete. The sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 mtr or as directed by Engineer-in-Charge. The sheet shall be fixed using self drilling /self tapping screws of size(5.5 x 55mm) with EPDM seal of same colour matching the shade of the sheets.
56Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
57Applying priming coat With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood)
58Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work
59Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc complete On concrete work
60Cement 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
61Providing and laying Vitrified floor tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours and shades, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement and matching pigments etc. complete. Size of tile 600x600 mm
62Flooring with marble stone of specified thickness as per sample ofmarble approved by Engineer-in-charge, over 20 mm (average) thickbase of cement mortar 1:4 (1 cement:4 coarse sand) laid and jointed withgrey cement slurry including rubbing, polishing and curing complete Pink plain marble
63Steel 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.
64Supplying and stacking of good earth at site including royalty (earth measured in stacks will be reduced by 20% for payment) incld laying and carriage Complete Job
65P/F of 12mm thick T&G planks made of imported wood (New zealand pine or equivalent) for roof soffits & Ceiling on wood work in false ceiling, partitions sawn and putup in position in budloo wood (Ceiling Joists). including cost of necessary adhesive & cost of nails etc. with necessary cornice of required size complete job. incl cost of nails / screws all complete as approved by Engineer-in-charge (including cost of all material, leads, lifts and carriages etc upto site of work complete). providing and applying two or more coats of touch wood polishing etc. Soffits
66Carriage of materails By Mech.Transport, from source to site of work Stone agg. from for an avg lead of 25 km
67Sand for an avg lead of 25 km
68Bricks for an avg lead of 15 km
69Stones for an avg lead of 15 km
70B) Boundary wall with ornamental Grill and Entry Gate: Earth work in excavation by mechanical means in trenches for foundations drains , pipes , cables etc.(exceeding 1.5 m in width) and for shafts , wells , cesspits and the like not exceeding 10 sqm on plan depth up to 1.5 m incld. disposal of excavated earth up to 1 m from cutting edge disposal earth is to be leveled and neatly dressed: all kinds of soil
71P/L Stone soling/RBM i/c leveling , conslidation with 8-10T PRR including cost andcarriage of all materials involved (complete job).
72Providing 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)
73Providing 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 in 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) i/c all carriages
74Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe- 500D or more.
75Providing 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)
76Centering and shuttering including strutting, propping etc. andremoval of formwork for foundations footings etc
77Providing and laying chisel dressed Devri Stone of size300x200mm face with150mm depth in lime mortar1:2:1(1Non hydrated lime : 2 coarse sand): 1 surkhi) including lime pointing all works upto required level level including curing&carriages of all materials involved upto site of work complete. One face fine chisel dressed
78Extra for fine chisel dressed Devri Stone in square or rectangular Pillars
79Steel 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. ORNAMENTAL WORK
80Painting 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 ORNAMENTAL WORK
81carriage of material by using mech tpt for an average lead of 25 kms Sand/Bajri
82Devri Stones
83C) Solar Photo Voltaic Power Generation System: Supiply,Installation,Testing and Commisioning of Grid interactive roof top solar voltaic power generation system including space Frame Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58189238
AUTHORITY Government Departments
TENDER VALUE 82.56 Lakhs
LAST DATE 02-11-2026
Authority
Authority Name Public Works Department
Work Description Tender for Revival And Restoration Of Temple & Its Puja Room And Bathroom In The Premises Of Thainsar,Asthapan Nanil Anantnag. Advt.Cost=₹ 82.56 Lacs, Amount Without Gst= ₹69.97 Lacs, Gst Amount= ₹12.59 Lacs
Basic Detail
Tender No ENIT NO 101 Of 026-27 DT. 23-10-2026
Bidding Type Tender
Location
City Anantnag
State Jammu and Kashmir
Key Dates
Publish Date 24 Oct 2026
Submission Date 02 Nov 2026
Open Date 03 Nov 2026
Finance
Tender Value 82.56 Lakhs
Tender Fee 1600
EMD 1.65 Lakhs
Exemption Available
Document List
267d4210-75d6-4740-8b9b-8c950b81159d.html
BOQ_1115472.xls
Tendernotice_1.pdf

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Tender Timeline

Oct 24, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 02, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 2 days
Nov 03, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 3 days

Tender Documents

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267d4210-75d6-4740-8b9b-8c950b81159d.html

xls

BOQ_1115472.xls

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Tendernotice_1.pdf

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