Defence Statutory Bodies & Commissions/Committees Closing in 22 days TDR #57276598

Tender For Construction Of Rain Water Harvesting Structure In Ticca Line Dalhousie Cantt Under Age(I) Dalhousie

Issued by Statutory Bodies & Commissions/Committees · Chamba, Himachal Pradesh
Tender Value
6.80 Lakhs
Estimated cost
Bid Submission
23 Sep 2026
22 days left
EMD
13600
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction Of Rain Water Harvesting Structure In Ticca Line Dalhousie Cantt Under Age(I) Dalhousie

BOQ

Name of Work:- CONSTRUCTION OF RAIN WATER HARVESTING STRUCTURE IN TICCA LINE DALHOUSIE CANTT UNDER AGE(I) DALHOUSIE
Sl. No. Item Description
1Excavating over area n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc.and getting out any type of soil all as specified and directed.
2All as per SI No. 01 here-in-above but exc 1.5m deep and n exc 3.0m deep.
3All as per SI No. 01 here-in-above but exc 3.0 m deep and n exc 4.5 m deep.
4Removing excavated material n. exc.50mtr and depositing where directed at a level n. exc. 1.5m above the starting point all as specified.
5Returning, filling in, including spreading, levelling, watering and well ramming, in layers not exc 25 cm complete all as specified and directed
6M&L for PCC 1:4:8 type D-2 using 40mm graded crushed stone aggregate as in foudation filling and mass concrete complete all as specified and directed.
7M&L, Cement concrete type C-2 1:3:6 using 20 mm graded crushed stone aggregate in surface channels and drains etc including necessary formwork. Complete all as specified and directed by Engr-in Charge.
8M&L for plain cement concrete 1:2:4 type B-1 using 20 mm graded crushed stone aggregate as in roof padding, lintels upto 1.5 m span,coping,fillets,bed plates,plinth courses,seismic bands and the like finished fair and even including necessary formwork complete all as specified .
9M&L Brickwork with sub class ‘B’ (old size) bricks, straight or curved on plan exceeding 6 metre mean radius built in cement sand mortar 1:4 complete all as specified.
10M&L for rendering 15 mm thick in CM 1:4 with on bricks masonry or concrete surfaces on fair faces of brick masonry, finished even and smooth without using extra cement complete all as specified and directed.
11M&L for providing cement concrete type B 1:2:4 (20 mm graded aggregate) in RCC band,beam, cantilevers,lintel over 1.5 m span. Complete all as specified and directed.
12M&L TMT steel bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips and as specified and directed.
13M & L TMT bars 5mm dia and over upto and including 10mm dia as in stirrups cut to length bent to shape required including cranking bending spirally for hooping for columns hooking end and binding with and incl mild steel wiere (annealed) not less than 0.9 mm dia or securing with clips.
14M&L precast Reinforced cement concrete 1:2:4 Type B1 fixed in cm 1:4 in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces complete all as specified and directed.
15M&L for loose filling with aggregate of broken bricks of gauge 80 to 150mm in Recharge pit etc complete all as specified
16M&L for loose filling with gravel of broken stone or boulder gauge 40 mm to 80 mm in each layers n exc 15cm thick spreaded, levelled and rammed incl watering complete all as specified and directed.
17M&L for loose pea gravel size of (12.5mm to 20mm ) as filter pack used in recharge pit complete all as specified and directed.
18M&L for coarse Sand filling under recharge pit , complete all as specified and directed.
19Drilling & development of borewell of size 300 mm dia by direct rotary method generally in accordance to IS 2800-1979 (revised & amended) in all kind of soil strata including electric logging keeping sufficient space for pea gravel packing including disposal of surplus soil within 100 mtr, well ramming & stabiliszation of materials & transportation of drilling rig & other T &P to site complete all specified & directed upto 12 m depth suitable for PVC pipes of dia as catered in this work, complete all as specified and directed.
20Supply , assembly incl jointing, lowering slotted PVC pipe casing 200 mm dia incl fittings and fixtures,and surrounded filled by a mixture of gravel and coarse sand complete all as specified and directed.
21Providing and fixing nylon filter mesh around slotted PVC casing/strainer pipe including binding with GI/SS wire complete all as specified and directed
22S&F of PVC well cap of 200 mm dia of pipe at the top of casing pipe of bore well with locking arrangement complete all as spd and directed.
23S&F of PVC bail plug of 200 mm dia of pipe at the bottom of casing pipe of bore well with fixing arrangement complete all as spd and directed.
24Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe 410-0 or Fe 310-0
25Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured)
26Supply ,assembly incl jointing, lowering and fixing PVC pipe 200 mm dia including fittings and fixures complete all as specified and directed.
27S&f for half round uPVC rain water gutter pipe of size 150-160mm nominal dia of approved make conforming to relevant IS specification fixed along roof slope eged incl neceassary fittings such as sockets ,bends stop ends ,drop ends couplers,gutter connector, central outlet, support etc as per requirements fixed with brand straps support at 1.2m interval as specified and directed
28S&F for Bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required: hooks (stay), heavy, for large gates; hook and pintle hinges: large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165
29S&F, for 110 mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors, complete all as specified and directed.
30S&F, for 110 mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints,Fixed to wall, complete all as specified and directed
31S & F 110 mm bore PVC Bends (SWR), complete all as specified and directed
32M&L for Concrete bed to drain pipes 200mm bore including packing under, and haunching against the sides of pipes complete surrounding after they are laid and tested, in cement concrete 1:4:8 type D2 complete all as specified and directed.
33Preparation of new steel surfaces of any description, over 10cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zink chrome primer, complete all as specified and directed by engr-in-charge.
34S& F Galvanised, corrugated mild steel sheeting 0.63 mm thick with two corrugations side lap, fixed with coach screws and washers, in roofs, walls etc. with grade of zinc coating 275 fixed with L-type or J-type or cranked hook bolts or screws complete all as specified and directed
35Fixing only Galvanised, corrugated mild steel sheeting 0.63 mm thick with two corrugations side lap, fixed with coach screws and washers, in roofs, walls etc. with grade of zinc coating 275 fixed with L-type or J-type or cranked hook bolts or screws complete incl dismantling of existing plain or corrugated steel sheeting any gauge, thickness all as specified and directed
36M & L clean sawn 20 mm thick with butt joint second class soft wood boarding, supplied & fixed with nails in any situation (except flooring and skirting) complete all as specified.
37M & L clean sawn second class soft-wood timber in frame work scantlings complete all as specified. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57276598
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 6.80 Lakhs
LAST DATE 23-09-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for Construction Of Rain Water Harvesting Structure In Ticca Line Dalhousie Cantt Under Age(I) Dalhousie
Basic Detail
Tender No AGE(I)/D-02/2026-27
Bidding Type Tender
Location
City Chamba
State Himachal Pradesh
Key Dates
Publish Date 31 Aug 2026
Submission Date 23 Sep 2026
Open Date 30 Sep 2026
Finance
Tender Value 6.80 Lakhs
Tender Fee 500
EMD 13600
Exemption Available
Document List
2c394b6e-21a4-44c8-99a1-83e24f214b81.html
BOQ_882101.xls
TENDERANDPS02.pdf
Tendernotice_1.pdf

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Tender Timeline

Aug 31, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 23, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 22 days
Sep 30, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 29 days

Tender Documents

Download All (ZIP) ↓
html

2c394b6e-21a4-44c8-99a1-83e24f214b81.html

xls

BOQ_882101.xls

pdf

TENDERANDPS02.pdf

pdf

Tendernotice_1.pdf

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