Tender For (T2011-306-1106) repair maintenace To Gwss Manan In G.P. Kot Shilaroo In Tehsil Theog Distt. Shimla Shimla. (Sh:- repair renovation Damages By Construction of Source Intake And Providing Laying & Jointing Of Hdpe Pipe Of Various Dia At Var
Tender Value
4.64 Lakhs
Estimated cost
Bid Submission
03 Oct 2026
1 days left
EMD
9300
Bank guarantee accepted
Document Fee
350
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Shimla → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for (T2011-306-1106) repair maintenace To Gwss Manan In G.P. Kot Shilaroo In Tehsil Theog Distt. Shimla Shimla. (Sh:- repair renovation Damages By Construction of Source Intake And Providing Laying & Jointing Of Hdpe Pipe Of Various Dia At Various Rds).
BOQ
| Sl. No. | Item Description |
| 1 | Cutting in earth work in all classification of earth work such as pick work, jumper work, saturated soil, blasting sofr/hard rock or chaselling soft/hard rock where blasting is prohibiated in all lifts including triming and dressed of sides, levelling of beds to corrects grades including shoring, shuttring, planking, timbering where ever required, stacking the usable/servisable material/soil separately complete in all respect with in all leads and lift as per the direction of Engineer-in Charge |
| 2 | Excavation in earth work and disposal of all excavated earth upto a lead of 20 metres and lift upto 1.50 metres, disposed earth to be levelled and neatly dressed as per the direction and to the entire satisfaction on the of Engineer-in Charge. |
| 3 | Excavation in foundation, trenches,etc. in earth work lift upto 1.5 mtrs. stacking the excavated soil not more than 3 mtrs. away from the edge of excavation and then returning the stacked soil in 15cm. layers when required into plinth and side of foundations, consolidation each deposited layer by remaining, watering and then disposed of all surples exacavated earth as directed within a leade of 20 meters in pick jumper workcomplete in all respect and to the entire satisfaction of the Engineer-in-charge. |
| 4 | Prov. and laying cement concrete 1:4:8(1cement: 4sand: 8 graded stone agg. 40mm nominal size) and curing complete excluding cost of form work i/c all leads and lifts. a) Foundation and plinth. |
| 5 | Prov. and laying cement concrete work 1:1 1/2: 3(1cement:1 1/2 sand:3 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work i/c all leads and lifts complete in all respect.:- |
| 6 | Foundation and plinth. |
| 7 | Walls (any thickness) but not less than 0.1 m thickness)attached pillasters,buttresses, plinth and string courses etc.from top of foundation level upto floor two level. |
| 8 | Reinforced 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 |
| 9 | Providing Tor steel reinforcement for R.C.C work including bending, binding & placing in position complete upto floor two level including carriage of material with in all leads and lifts as per the direction of Engineer-in-charge. |
| 10 | Providing 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 , strutting and propping etc. with wooden, battens, and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs.and removal of the same for insitu reinforced concrete and plain concrete work including all leads and lifts in:- |
| 11 | Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like. |
| 12 | Flate Surface |
| 13 | 15 mm cement plaster in single coat on fair 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 80mm in girth and finished even and smooth. In Cement mortar 1:3 (1cement :3sand). |
| 14 | Providing Laying, jointing & testing of HDPE (High Density Polyethylene pipes) of following dia. & class confirming to IS : 4984 -2016 complete with all necessary fittings & bends in all leads and lifts to the entire satisfaction of Engineer-in-charge. (Earth work in trenches to be measured and paid separately) |
| 15 | HDPE PIPE 20 mm dia (OD) PE-80 PN-12.5 |
| 16 | HDPE PIPE 25 mm dia (OD) PE-80 PN-12.5 |
| 17 | HDPE PIPE 32 mm dia (OD) PE-80 PN-12.5 |
| 18 | HDPE PIPE 40 mm dia (OD) PE-80 PN-12.5 |
| 19 | Supplying & fixing MS Man hole cover using of angle iron frame 25x25x4 mm welded with MS sheet including painting with red oxide and black paint including locking arrangement complete in all respect and entire satisfaction of Engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 26, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayOct 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 1 dayTender Documents
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