Water Resources and Irrigation Government Departments Closing in 5 days TDR #56393469

Tender For Restoration Of Rain Damages To Inspection Hut Chail In Gp Chail Tehsil Kandaghat Distt. Solan Hp. (Sh:- Repair Of Inspection Hut).

Issued by Government Departments · Solan, Himachal Pradesh
Tender Value
14.32 Lakhs
Estimated cost
Bid Submission
17 Jul 2026
5 days left
EMD
28700
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Solan → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Restoration Of Rain Damages To Inspection Hut Chail In Gp Chail Tehsil Kandaghat Distt. Solan Hp. (Sh:- Repair Of Inspection Hut).

BOQ

Name of Work:- Restoration of rain damages to inspection hut Chail in GP Chail Tehsil Kandaghat Distt. Solan HP. (SH:- Repair of inspection hut).
Sl. No. Item Description
1Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.
2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work up to plinth level : 1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).
4Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing with 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 up to 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 Cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).
6Providing mild steel / tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete up to floor two level.
7Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish. Including centring, shuttering strutting and propping etc. with wooden battens and ballies height of propping and centring below supporting floor to ceiling not exceeding 4mtrs and removal of the same for insitu reinforced concrete and plain concrete work in:-
8(a) Foundations, footings, bases for columns.
9(b) Columns, piers, abutments, pillars, posts and struts.
10(c) Sides and soffits of beams, beam haunchings, cantilevers, bressumers and lintels not exceeding 1.00 metre in depth in all heights from floor.
11(d) Suspended floor, roofs, landings, etc.
12(e) Edges of slabs and breaks in floors & walls (under 20 cm wide). (Detail for 12.00 rmt.)
13Brick work using common burnt clay building bricks in foundation and plinth in Cement Mortar 1:4 (1 Cement : 4 Sand), second class bricks. (Details for One M³).
1420 mm Cement Plaster in single coat on rough side of brick/stone masonry for interior plastering up to floor two level including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80 mm in girth and finished even and smooth. Cement mortar 1:4 (1 Cement : 4 Sand).
1515 mm Cement Plaster in single coat on rough side of brick/concrete/stone walls for interior plastering up to floor two level including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80 mm in girth and finished even and smooth. Cement mortar 1:4 (1 Cement : 4 Sand).
166 mm Cement Plaster to ceiling in Cement Mortar 1:4 (1 Cement : 4 Sand).
17Providing and fixing M.S. fan clamp type 1 of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slab during laying including painting the exposed portion of loop, all as per standard design complete.
18Providing and fixing factory made P.V.C. door frame of size 50×47 mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of 150 mm long brackets of 15×15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size, complete as per manufacturer's specifications and direction of Engineer-in-Charge.
19Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/sealed to the styles & rails with 7 mm (5 mm + 2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer's specification & drawing. (30 mm thick plain PVC door shutters).
20Providing and fixing glazing in aluminium door, window, ventilator shutters and partition etc. with PVC/neoprens gasket etc. complete as per the architectural drawings and the directions of Engineer-In-charge. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56393469
AUTHORITY Government Departments
TENDER VALUE 14.32 Lakhs
LAST DATE 17-07-2026
Authority
Authority Name Irrigation And Public Health Department
Work Description Tender for Restoration Of Rain Damages To Inspection Hut Chail In Gp Chail Tehsil Kandaghat Distt. Solan Hp. (Sh:- Repair Of Inspection Hut).
Basic Detail
Tender No 5948-6047 dated 08.07.2026
Bidding Type Tender
Location
City Solan
State Himachal Pradesh
Key Dates
Publish Date 09 Jul 2026
Submission Date 17 Jul 2026
Open Date 17 Jul 2026
Finance
Tender Value 14.32 Lakhs
Tender Fee 500
EMD 28700
Exemption Not Available
Document List
4d63c1c0-cb3e-46df-9b86-5f6b38b8ca3f.html
BOQ_205364.xls
Form_6.pdf
Form_8.pdf
Tendernotice_1 (10).pdf
Terms_and_conditions.pdf

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Tender Timeline

Jul 09, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 17, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 5 days
Jul 17, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 5 days

Tender Documents

Download All (ZIP) ↓
html

4d63c1c0-cb3e-46df-9b86-5f6b38b8ca3f.html

xls

BOQ_205364.xls

pdf

Form_6.pdf

pdf

Form_8.pdf

pdf

Tendernotice_1 (10).pdf

pdf

Terms_and_conditions.pdf

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