Tender For Providing Water Supply Scheme To Itbp Post Kota In Village Kuno Gp Charang Tehsil Moorang Distt. Kinnaur (Hp).(Sh Construction of Head Weir ,Intake Chamber ,1 No. Storage Tank . And ,Laying And Jointing Of Gi ,Hdpe Pipes And Protection Wor
Tender Value
20.47 Lakhs
Estimated cost
Bid Submission
09 Jul 2026
4 days left
EMD
38215
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kinnaur → Himachal Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Providing Water Supply Scheme To Itbp Post Kota In Village Kuno Gp Charang Tehsil Moorang Distt. Kinnaur (Hp).(Sh Construction of Head Weir ,Intake Chamber ,1 No. Storage Tank . And ,Laying And Jointing Of Gi ,Hdpe Pipes And Protection Work.)
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in earth work and disposal of excavated earth upto a lead of 20 metres and lift upto 1.50 metres, disposed earth to be levelled and neatly dressed as directed within all leads/ lifts as per direction of the Engineer-in-charge. |
| 2 | wire crates made of GI wire filled with boulders with square curt faces against the wire ( Boulder filling to be measured and paid for seperataly) 15x 15 cm mesh, GI wire 5mm thick corresponding to SWG 6. |
| 3 | wire crates made of GI wire filled with boulders with square curt faces against the wire (Wire crates to be measured and paid for seperataly). |
| 4 | Excavation in foundation trenches etc. in earth work lift up to 1.5 mtrs. Stacking the excavated soil not more than 3 metres away from the edge of excavation and then returning the stacked soil in 15 cm layers when required in to plinth and sides of foundations, consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres in pick and jumper work. |
| 5 | Providing and laying cement concrete 1:3:6( 1cement:3 sand: 6 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth |
| 6 | Providing and laying cement concrete 1:1.5 :3 ( 1cement: 1.5 sand: 3 graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement |
| 7 | I) Foundation and plinth. |
| 8 | ii) Walls(any thickness but not less than 0.1 mtr thickness) from top of foundation level up to floor two level. |
| 9 | Providing form work with steel plates 3.15 mm thick welded with angle iron frames 30x30x5 mm so as to give fair finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for-in-situ reinforced concrete and plaiin concrete work in:- |
| 10 | I) Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like. |
| 11 | ii) Flat surfaces |
| 12 | laying tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level. @130kg per cum |
| 13 | Providing and laying cement concrete 1:2 :4 ( 1cement: 2 sand: 4 graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement |
| 14 | Flat surfaces |
| 15 | Laying & jointing in trenches HDPE pipe Grade PE 80,Pressure ratting PN 10,SDR 13.6 tube fitting complete (earth work in trenches to be measured and paid for separately) as per the direction of the Engineer-in-Charge including all fittings complete : |
| 16 | (a) 40 mm dia nominal bore |
| 17 | (b) 32 mm dia nominal bore |
| 18 | (c) 25 mm dia nominal bore |
| 19 | (d) 20 mm dia nominal bore |
| 20 | P/F GM Gate Valve of standard company of ISI mark. |
| 21 | (a) 40 mm dia nominal bore |
| 22 | (b) 32 mm dia nominal bore |
| 23 | (c) 25 mm dia nominal bore |
| 24 | (d) 20 mm dia nominal bore |
| 25 | Providing and laying cement concrete 1:4:8 (1 cement: 4 sand: 8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in. |
| 26 | Random rubble masonry/polygonal rubble masonry (uncoursed/brought to courses) with hard stones of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 sand : 12 graded stone aggregate 20mm nominal size) at plinth level in CM 1:6 |
| 27 | Providing and fixing angle Iron posts 2.50m high 40x40x5mm and welding of wire mash of interlink chain with in all leads and lifts as per the direction of Engineer - in - charge |
| 28 | Providing, fixing & welding of MS Flat 40 x 5 mm with in all leads and lifts as per the direction of Engineer - in - charge |
| 29 | Applying priming coat over new steel & other metal surface after & including preparing the surface by thoroughly cleaning oil, grease, dirt & other foreign matter & new paper complete with ready mixed paint brushing red lead/red oxide/zinc oxide chrome. |
| 30 | Painting two coats (excluding priming coat) on new steel and other metal surfaces under coat with readymixed paint brushing to give an even shade including cleaning the surface all dirt, dust and other foreign matter. |
| 31 | P/F MS Grill Gate |
| 32 | Stone soiling under floor with in all leads and lifts. |
| 33 | Providing and fixing Zinc Aluminum steel drinking water storage tank with conical roof with HDG roof trusses and lockable acess hatch including all fittings, including 1 No. Hiigher heavy duty cage ladder GI , 1No.Nylon rope and aluminium step access lader hatch on roof, outlet and over flow nozzles, level indicator with warranty of 10 Years including fixing of three laps under the roof, Inlet over flow, scour pipe and outlet pipe welding all accessories with sluice valve in each point including all leads and lifts with entire satisfaction of Engineer-in-Charge. |
| 34 | Roof Specification |
| 35 | Roof Type:-Self Supported Doom Type |
| 36 | Bulk Density Kg/Cum :-1000Kg/m^3 |
| 37 | Sesmic Zone:-Zone IV |
| 38 | Roof Angle:- 30° |
| 39 | Wind Speed :-180 km/hr |
| 40 | Roof Structure :- Hot Dipped Ganvanized |
| 41 | Technical Specifications of Sheet |
| 42 | Wall Sheet Yield strength :-300 MPA |
| 43 | Wall Sheet Tensile strength :-340 MPA |
| 44 | Elongation :-18% |
| 45 | Sheet Corrugation Space :-75mm |
| 46 | Depth:- 18mm |
| 47 | Thickness:-0.8mm each Corrugated Sheet |
| 48 | Sheet Galvanize Coating:- Zincalume |
| 49 | Technical Specifications of Liner |
| 50 | Weight/ Sqm (GSM):-760 gsm |
| 51 | Anti-Algae Stabilized:- Yes |
| 52 | Both side PVC Food Grade:-Yes |
| 53 | Thickness (mm) :-0.8mm |
| 54 | Water Proofness :- 200 PSI |
| 55 | Standerd Colour :- Grey |
| 56 | Basic Febric :-High Teenacity Polyster Filment Yarn |
| 57 | Tempreture :-20 to +60 Degree Celcius |
| 58 | PH Range :- 3 to 13 |
| 59 | Tasted :-2 kg/cm² for any leaks Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 02, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 09, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysJul 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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