Tender For Diversion Of Karu Nallah And Construction Of Him Sarovar Pond At Kharu.
Tender Value
77.83 Lakhs
Estimated cost
Bid Submission
02 Nov 2026
9 days left
EMD
1.83 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Leh → Ladakh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Diversion Of Karu Nallah And Construction Of Him Sarovar Pond At Kharu.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal ofexcavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge: All kinds of soil |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) infoundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms, lift upto 1.5 m, includinggetting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m.All kinds of soil. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) includinggetting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, asdirected by Engineer-in-charge.a)All kinds of soil:-70% |
| 4 | b.Ordinary rock:-30% |
| 5 | Dumping stone including cost of stones.in Horizontal on level |
| 6 | Dumping stone excluding cost of stones.on Slopes (Behind pitching) |
| 7 | Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m :All kinds of soil |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 gradedstone aggregate 40 mm nominal size derived from natural sources) |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 gradedstone aggregate 20 mm nominal size derived from natural sources) |
| 10 | Steel work welded in built up sections/ framed work, including cutting, hoisting,fixing in position and In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 11 | Centering and shuttering including strutting, propping etc. and removal of formwork for :Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 12 | Providing and Fixing in position of winch box of gates system with all nessessary rods handles allieds repair works to operate the hydraulic gates at differents locations completes job including carriale. |
| 13 | Providing and fixing of rubber seals of 25mm thick. |
| 14 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundations etc. in layers not exceeding 20cm in depth, consolidating eachdeposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 15 | Constructing vertical bunds with sloping faces, by boulder filling (dry, hand packed tightly); including cost of stones but excluding cost of wirecrates |
| 16 | Making knitted wire crates of approved mesh-size; including weaving, bindingsides and partitions, and binding top after filling; excluding cost of filling, stonesand weaving materials |
| 17 | Supply of wooven crates including carriage complete job. |
| 18 | Preparation and consolidation of sub grade with power road roller of 8 to 12tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. |
| 19 | Providing and laying of MS pipe of dia 300mm including treanches cutting carriage of material all complete job. |
| 20 | Providing Supplying and fixing and commissioning of Sluice valve of dia 300mm including treanches cutting carriage of material all complete job. |
| 21 | Providing and laying of HDPE sheet of 1.5mm 300 GSM including carriage of material fixing of joints. |
| 22 | Providing and laying of good earth with power road roller of 8 to 12tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.including carriage. |
| 23 | Carriage of material by mechanical transport including loading unloading and stacking. A) Stone an avg 05 Km |
| 24 | b)Cement an avg lead 07Km |
| 25 | c)Sand an avg lead 10 Km |
| 26 | e)Stone agg an avg lead 15 Km Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 02, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysNov 04, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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