Tender For Restoration Of Rain Damage To W.S.S. Thulel And Kakroti In Tehsil Sihunta Distt. Chamba ( H.P.) Construction Of Up Gradation Tank Capacity =80000 Ltrs .)
Tender Value
12.47 Lakhs
Estimated cost
Bid Submission
15 Jul 2026
3 days left
EMD
24948
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chamba → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Restoration Of Rain Damage To W.S.S. Thulel And Kakroti In Tehsil Sihunta Distt. Chamba ( H.P.) Construction Of Up Gradation Tank Capacity =80000 Ltrs .)
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundations trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work in hard/ soft rocks, chiseling / wedging out of hard /soft rock including dewatering in saturated soil up to all leads and lifts stacking the excavated soil / materials not more than 3 meters clear from the edge of excavation and then returning the stacked soil in 15 centimeter layers when required into plinths side of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth within all leads and lifts as per the direction of Engineer-in -Charge. |
| 2 | Providing and laying cement concrete 1:4:8 (One cement :Four sand : Eight stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in Retaining wall as per direction of Engineer- in-Charge with in all lead & lifts. |
| 3 | Providing and laying cement concrete work 1 : 1. 50 : 3 ( 1 cement : 1.50 sand: 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- |
| 4 | Foundations, footings bases of columns and the like mass concrete within all leads and lifts as per direction of Engineer-in-Charge. |
| 5 | Wall (any thickness but not less than 0.10 metre thickness) attached pilasters, buttersses, plinth and string courses etc. from top of foundation level upto floor two level within all leads and lifts as per the direction of Engineer-in-Charge. |
| 6 | Suspended floor roofs, landing & shelves and their support balconies, beams, girders, bressumers and cantilever upto floor two level within all leads and lifts as per the direction of Engineer-in-Charge. |
| 7 | Providing Tor steel reinforcement for RCC.work including bending, binding and placing in position complete upto floor two level within all leads and lifts as per the direction of Engineer-in- Charge. (labour rate) |
| 8 | Providing form work with steel plates 3.15 milimetre thick welding with angle iron in frame 30x30x5 milimetre, so as to give fair finish including centering, shuttering strutting and propping etc. with wooden battens and ballies for all height of propping and centring below supporting floor to ceiling and removal of the same for in-situ-reinforced concrete and plain concrete work in:- |
| 9 | Vertical surface such as wall (any thickness) partitions walls & the like including the attached pillaster's buttresses plinth string courses & the like as per the direction of the Engineer-in-charge with in all lead & lifts. |
| 10 | Side and sofits of beam ,haunching,cantilever and bressumers and lintels not exceecding 1 mtrs in all depth in all heights from floor compelete within all leads and lifts as per the direction of Engineer-in-Charge. |
| 11 | Providing form work of ordinary timber plankings so as to give a rough finish i/c centring, shuttering , strutting & Propping etc. of propping & centring below supporting floor to ceiling not exceeding 4 mtrs. & removal of the same for insitu-reinforced concreter & plain concrete work in:- |
| 12 | Arches upto floor two level within all leads and lifts as per the direction of Engineer-In-Charge. |
| 13 | Steel work welded in built-up sections, trusses and framed work including cutting housting, fixing in position and applying a priming coat of red lead paint. In gratings, framed guard bars, ladders, railngs, brackets and similarswork within all leads and lifts as per the direction of Engineer-in- Charge. |
| 14 | Providing & fixing 500 mm dia.SFRC man hole cover with frame and the weight of frame & cover should not be less than 100 kg complete in all respect and compelete within all leads and lifts as per the direction of Engineer-in-Charge. |
| 15 | Providing fIxing, laying & galvanized wire Masquito proof ventilator of size 400 mm dia and 300 mm in hieght with frame of M.S. angle iron 40x40x6mm complete in all respect including within all leads and lifts as per the direction of Engineer-in-Charge. |
| 16 | Providing & fixing of Cast Iron Sluice Valve without flange of following dia Class PN 1.00 including cost of rubber inspection washer ( Gasket ) etc. open end with hand wheel confirming to IS: 14846 having test pressure of 10.20 Kg/Sqcm of leader/Kirloskar make complete in all respect.within all leads and lifts as per direction of Engineer -in- Charge of the following nominal bores. |
| 17 | 100 mm dia nominal bore. |
| 18 | Laying and jointing in trenches galvanized mild steel tube, tube fitting (light grade) (earth work in trenches to be measured and paid for separately ) including entire carriage of materials within all leads and lifts as per direction of Engineer -in- Charge of the following nominal bores. |
| 19 | 100 mm dia nominal bore. |
| 20 | Finishing wall with weather proof exterior grade emulsion surfaces (two coats) to give an even shade and final finish after throughly cleaning the surfaces to remove all dirt dust and other forcion matter etc, including sand poer smooth complete of loose powered materials within all leads and lifts as per the direction of Engineer-in-Charge. |
| 21 | Constructing chamber for sluice valve, with CI surface box 100 mm top dia.,160 mm bottom dia. & 180 mm deep(inside) with chained lid RCC top 1:2:4 mix (1 cement :2 sand :4 graded stone aggregate 20 mm nominal size) 100mm thick foundation concrete 1:5:10 mix (1cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) & inside plastering with cement mortor 1 :3 (1 cement : 3 sand) finished with a floating coat of neat cement i/c curing complete. 600 x 600 x 750 mm inside size With 150 mm thick walls of RCC 1:2 :4 (1 cement :2 sand :4 graded stone aggregate 20mm nominal size) complete with form work & reinforcement with 6 mm bars at not exceeding 150 mm centres bith way within all leads and lifts as per direction of Engineer -in- Charge. |
| 22 | Provision for bearing capacity of soil complete in all respect and satisfaction as per instructions of the Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 08, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysJul 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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