Tender For Lis Pattal- Improvement Of Canal Network From 0 To Rd 700 At Rd 700 To 2500Mts Adv. Cost= 87.30 Lacs
Tender Value
87.30 Lakhs
Estimated cost
Bid Submission
01 Oct 2026
16 days left
EMD
1.74 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Pulwama → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Lis Pattal- Improvement Of Canal Network From 0 To Rd 700 At Rd 700 To 2500Mts Adv. Cost= 87.30 Lacs
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. |
| 2 | Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 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 in All kinds of soil: |
| 3 | Earth work in bulk excavation by manual means over areas (Exceeding 30 cm and upto 1.5 mtr in depth, 1.5 mtr in width as well as 10 sqm. on plan) including disposal of excavated earth : All kinds of Soil. |
| 4 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil:- |
| 5 | Supply and Stacking of Good Earth. |
| 6 | Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters. For 50% of surface only |
| 7 | Supplying and stacking at site:-Supplying and stacking at site:-Graded crushed stone aggregate of size:-63 mm to 45 mm(Grade II) |
| 8 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. |
| 9 | Supplying and laying of stone screening and stone dust over WBM as binding material. |
| 10 | Silt clearance from canals.Inclusive of initial lead and lift(50m & 1.50m respectively).(i) In Dry:- |
| 11 | Dismantalling old plaster or skirting,racking out joints and cleaning the surface for plaster incl. disposal of rubbish within 50mtrs lead.:- |
| 12 | Providing and laying stone soling on dry on horizontal on level. 15% voids |
| 13 | Providing and laying cement concrete upto plinth level (1:4:8) (40mm nominal size Crushed aggregate). |
| 14 | Providing and laying cement concrete upto plinth level (1:3:6) (20mm nominal size Crushed aggregate). |
| 15 | Providing and laying M15 grade of cement concrete upto plinth level (1:2:4) (20mm nominal size Crushed aggregate). |
| 16 | Providing and laying in-situ concrete lining using M-20 nominal mix concrete(1:1.5:3) (max. size of aggregates: 20mm nominal).(i)In beds:- |
| 17 | (ii)In side slopes, - upto a height of 3.5 m above bed(For two sides) |
| 18 | Extra for addition of synthetic polyester triangular fibre of length 12 mm, effective diameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement concrete/ RCC/ Flooring /water retaining structures by using 125 gms of synthetic polyester triangular fibre for 50 kgs cement used as per directions of Engineer-in-Charge:- |
| 19 | Form work incl. centering ,shuttering , strutting & propping for insitu concrete work incl. removal of form work:- |
| 20 | Providing and laying in position specified grade of Reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement.All works upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size):- |
| 21 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 22 | Extra over Item no,16 towards allowance for form-work |
| 23 | Extra over Item no,17 towards allowance for form-work |
| 24 | Providing and Laying LDP 400GSM covering the entire perimeter as directed by Engineer in charge incl. all carriages complete job. |
| 25 | Structural steel work in built up sections, trusses and framed work,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.(Welded). |
| 26 | Painting with synthetic enamel paint of approved brand and maufacture to give an even shade two or more coats on new work. |
| 27 | Cement plaster (in fine sand), 12mm thick mix 1:4 for wing walls, baffle wall and pillars. |
| 28 | Filling available excavated earth behind walls.(excl. rocks etc). |
| 29 | Carriage of materials from source to dumping site of work by mechanical (a)Stone agg. 20 mm from 08km (avg) transport including loading,unloading and stacking. (a)Stone agg. 20 mm from 08km (avg) |
| 30 | (b) Stone agg. 20 mm from 05km (avg) |
| 31 | c) Stone agg. 40 mm from 08km (avg) |
| 32 | d) Sand from 03 kms (avg) |
| 33 | (e) Sand from 04 kms (avg) |
| 34 | (f)Sand from 05 kms (avg) |
| 35 | (g) Cement,Reinforcement Steel and Structural steel from 15kms (avg) |
| 36 | (h)Cement from Avg 05kms |
| 37 | (i)Cement and Steel from Avg 10kms |
| 38 | (j)Stone soling from 10kms Avg |
| 39 | (k) Earth from 10Kms Avg. |
| 40 | (l)grade-II from 10Kms Avg. |
| 41 | (m) Stone screening and dust from 10kms Avg. |
| 42 | Carriage of materials from source to dumping site of work by manual means for a lead of 50Mtrs including loading,unloading and stacking. a) Stone agg. 20 mm |
| 43 | b) Stone agg. 40 mm |
| 44 | c) Sand |
| 45 | d) Cement |
| 46 | e) Reinforcement steel and structural steel |
| 47 | f) Stone Soling |
| 48 | Add cost of Rapidite for cold weather concreting:-No. of Cement bags@1Ltr/Bag Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 08, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 01, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysOct 02, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 17 daysTender Documents
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