Power Boards / Undertakings / PSU Closing in 20 days TDR #56241525

Tender For Construction Of 5 Nos. Temporary Cgi Shed Building For Office At Shalimar Office Parking Area Of Rhpcl

Issued by Boards / Undertakings / PSU · Kishtwar, Jammu and Kashmir
Tender Value
11.16 Lakhs
Estimated cost
Bid Submission
22 Jul 2026
20 days left
EMD
22000
Bank guarantee accepted
Document Fee
590
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction Of 5 Nos. Temporary Cgi Shed Building For Office At Shalimar Office Parking Area Of Rhpcl

BOQ

Name of Work:- Construction of 5 Nos. Temporary CGI Shed Building for Office at Shalimar Office Parking Area of RHPCL
Sl. No. Item Description
1Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 meters lead. For thickness of tiles above 25 mm and upto 40 mm.
2Earth 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:Rate for a lead upto 50 meter beyond 1 m from cutting edge.
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 40 mm nominal size)
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:Providing 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)
5Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete.
6Dry stone pitching (any thickness) excluding cost of stones. On Horizontal
7Filling 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.
8P/L vitrified floor tiles approved make in all colours and shades, laid on 20mm thick CM 1:4 etc., complete. Size of Tile 300x300 cm (Labour Rate with all item but Excluding Vetified tile)
912 mm thick, HDF laminated wooden flooring with required foam, including fixing with iron screw etc. as per Engineer In charge direction. (including Foam 4 mm thick+Labour Rate but Excluding HDF laminated wooden tile )
10Structural steel work riveted, bolted or welded 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. (Labour rate)
11Fixing of Sandwich roof panel including vertical excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 80 mm thick (Labour Rate)
12P/F at all height false ceil- ing of i/c P/F of frame work made of special sections power pressed/available sections from M.S. sheet and galvanised in accordance with zinc coating tapered edge gypsum board . (Labour Rate)
13Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile) /available material (Area of window upto1.75 sqm). (Labour rate)
14Providing and fixing ISI marked oxidized M.S. sliding door bolts with nuts and screws etc. complete : 250x16 mm
15Providing and fixing aluminum tower bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : 250x10 mm
16Providing and fixing aluminum tower bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : 150x10 mm
17Providing and fixing aluminum handles ISI marked anodized (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. 125 mm
18Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work).15 mm dia. nominal bore. Medium
19Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work).20 mm dia. nominal bore.Medium
20Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work).25 mm dia. nominal bore.Medium
21Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete.15 mm nominal bore
22Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete.20 mm nominal bore
23Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete. 25 mm nominal bore
24Providing15 mm dia G.I. elbows
25Providing 20 mm dia G.I. elbows
26Providing 25 mm dia G.I. elbows
27Providing 15 mm nominal bore G.I. Unions
28Providing 20 mm nominal bore G.I. Unions
29Providing 25 mm nominal bore G.I. Unions
30Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-Charge and finished smooth. Granite Stone of approved shade.16 mm thick
31Providing and fixing white vitreous china flat back half stall urinal of size580x380x350mm with White P.V.C automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS:2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required: Range of two half stall urinals with 5 literP.V.C automatic flushing cistern.
32Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid , 10 liter low level white vitreous china flushing cistern and CP flush bend with fittings and C.I. brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required: W.C. pan with ISI marked white solid plastic seat and lid.
33Providing 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
34Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in Cement mortar 1:4 ( 1 cement : 4 coarse sand)
35Providing 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)
36Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and medium tensile steel bars .
37Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1cement :4 coarse sand) for stop cock, with C.I. surface box 100x100x75 mm (inside) with hinged cover fixed in cement concrete slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size ) including necessary excavation, foundation concrete 1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design. With common burnt clay (non modular) bricks of class designation 7.5
38Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI: 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separate.
39Providing and fixing 15 mm nominal bore C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.
40Providing and fixing 15 mm nominal bore C.P. brass angle valve for basin mixer and geyser points of approved make conforming to IS : 8931
41Providing and fixing square- mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design. 100 x 100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
42Making soak pit 2.5 m diameter 3.0 meter deep with 45x45 cm dry brick honey comb shaft with common burnt clay (non modular) bricks of class designation 7.5 bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.
43Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes 110 mm diametre
44Structural steel work riveted, bolted or welded 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
45Carriage of Sand From Premnagar
46Carriage of Aggregate 20mm from nearest crusher at Shalimar Colony
47Carriage of Cement From Kishtwar Market
48Steel
49Vitrified Floor tiles 300x300 mm
50Fixing of Sandwich roof Panel Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56241525
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE 11.16 Lakhs
LAST DATE 22-07-2026
Authority
Authority Name Ratle Hydroelectric Power Corporation Limited
Work Description Tender for Construction Of 5 Nos. Temporary Cgi Shed Building For Office At Shalimar Office Parking Area Of Rhpcl
Basic Detail
Tender No RH/RATLE/PnC/C-080/2026
Bidding Type Tender
Location
City Kishtwar
State Jammu and Kashmir
Key Dates
Publish Date 30 Jun 2026
Submission Date 22 Jul 2026
Open Date 27 Jul 2026
Finance
Tender Value 11.16 Lakhs
Tender Fee 590
EMD 22000
Exemption Available
Document List
286ebdfa-81fe-45dc-94c3-db7bf16b21de.html
BOQ_329462.xls
Tenderdoc.pdf
Tendernotice_1.pdf

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Tender Timeline

Jun 30, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 22, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 20 days
Jul 27, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 25 days

Tender Documents

Download All (ZIP) ↓
html

286ebdfa-81fe-45dc-94c3-db7bf16b21de.html

xls

BOQ_329462.xls

pdf

Tenderdoc.pdf

pdf

Tendernotice_1.pdf

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