Tender For Lis Samboora- Improvement Of Canal Network From Rd 0 To 4300 Mts Adv. Cost= 116.40 Lacs
Tender Value
1.16 Crore
Estimated cost
Bid Submission
01 Oct 2026
17 days left
EMD
2.32 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 Samboora- Improvement Of Canal Network From Rd 0 To 4300 Mts Adv. Cost= 116.40 Lacs
BOQ
| Sl. No. | Item Description |
| 1 | Excavating, supplying and filling of local earth (including royalty) mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20cm in trenching, plinth, sides of foundation etc. complete. |
| 2 | 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 sqm on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soils. |
| 3 | Earth work in excavation by manual means in trenches,foundations:- All kinds of Soil |
| 4 | 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. |
| 5 | Silt clearance from canals.Inclusive of initial lead and lift(50m & 1.50m respectively).(i) In Dry:- |
| 6 | clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. Qty. 2x1.80x1500m(L) |
| 7 | Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar(2Nos) |
| 8 | Providing and laying stone soling on dry on horizontal on level.(Deduction 15% voids) |
| 9 | Providing and laying cement concrete upto plinth level (1:4:8) (40mm nominal size Crushed aggregate). |
| 10 | Providing and laying cement concrete upto plinth level (1:3:6) (20mm nominal size Crushed aggregate). |
| 11 | Providing and laying M15 grade of cement concrete upto plinth level (1:2:4) (20mm nominal size Crushed aggregate). |
| 12 | Boring with hydraulic pilling rigs with power units, providing and installing cast-in-situ single under reamed pile of specified grade concrete mix diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embeded in pile cap etc all complete (Length of pile for payment shall be measured upto the bottom of pile cap).450 mm dia piles M-25 (A) For foundation block:- |
| 13 | Form work incl. centering ,shuttering , strutting & propping for insitu concrete work incl. removal of form work:- a) Pile cap / Tie beams of foundation block |
| 14 | b) Slab for F/block:- |
| 15 | c) Columns for F/Block:- |
| 16 | (e) Walls of any thickness |
| 17 | (f) Wing walls etc |
| 18 | Reinforced cement concrete work in walls (any thickness) including attached pilasters,buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering,finishing and reinforcement in 1:1.5:3 mix using 20 mm size agg.crushed:- |
| 19 | Providing and laying specified grade of R.C.C in position in nominal mix 1:1.5:3 using 20 mm stone aggregate (Crushed) excluding cost of centering & shuttering upto plinth level |
| 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 | 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). |
| 23 | Painting with synthetic enamel paint of approved brand and maufacture to give an even shade two or more coats on new work. |
| 24 | Supplying,hoisting and fixing inposition Single winch machine with lifting screws having double square threads capable of lifting the load of gate. Winch machine shall consist of mill cut worm and gear arrangement incl. handle and locking accessories.The machine shall be approved brand and make Bosch. The work includes all sorts of carriages upto site of work incl.cost of one coat of primer and two coats of paint, cost of GI or MS Casing pipes for casing of lifting screw with lid & cost of greasing,oiling,testing & commissioning. (Complete job). Tentative Rate |
| 25 | Cement plaster (in fine sand), 12mm thick mix 1:4 for wing walls, baffle wall and pillars. |
| 26 | Filling available excavated earth behind walls. |
| 27 | Providing and Fixing of rubber seal to gate for checking of leakages PVC-1st/1st quality. |
| 28 | Disposal of excavated un-hygenic mulba from site upto dumping site by Mechanical transport for an avg. lead of 01 kms. =1540.00Cum @70% only |
| 29 | Carriage of materials from source to dumping site of work by mechanical 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 05km (avg) |
| 32 | d) Stone agg. 40 mm from 08km (avg) |
| 33 | e) Sand from 03 kms (avg) |
| 34 | f) Sand from 04 kms (avg) |
| 35 | g)Sand from 05 kms (avg) |
| 36 | h)cement,Reinforcement Steel and Structural steel from 15kms (avg) |
| 37 | (i)Cement and Steel from Avg 08kms |
| 38 | (j)Cement from Avg 05kms |
| 39 | (k)Stone soling from 10kms Avg |
| 40 | Carriage of materials from source to dumping site to actual working site by mennul means for a lead of 50 m avg including loading / unlonding staking complete a) Stone agg. 20 mm |
| 41 | b) Stone agg. 40 mm |
| 42 | c) Sand |
| 43 | d) Cement |
| 44 | e) Reinforcement steel and structural steel |
| 45 | f) Stone Soling |
| 46 | Add cost of Rapidite for cold weather concreting:-No. of Cement bags@1Ltr/Bag( as per weather conditions)p |
| 47 | Fabrication, providing, fitting of MS foundation bolts J-type. The bolts shall be fabricated out of 20 mm thick MS round bars and shall be 450 mm long. The bolts shall be J- type at the bottom. The bolts shall be threaded up to 100 mm at top. Each bolt shall be fitted with nuts and washers of required size. The bolts shall be grouted in the cement concrete foundation block for installation of the Two No base frames of the pumping units. NOTE: The job needs to be executed at the time of laying of base structure by civil counter parts with proper coordination. |
| 48 | Dismantling of the four No. pumping units from the base frame after disconnecting it from suction/delivery sides. The job involves shifting the pumping units to the new installation spot (new pile structure) along with respective base frames after cutting/removing of the damaged base bolts using suitable cutter. The job further includes dismantling & shifting of the existing departmental MS Suction/delivery pipes, bends, tail pieces along with MS Foot valves to the new installation spot using hydraulic crane (wherever required), manual labour, tools tackles. |
| 49 | Installation of the four No. MS Base frames on the newly constructed pile structure laid by civil counterpart with proper alignment and then installation of the pumping units along with existing MS bends (if any) on delivery side. The job includes providing and fitting of new 16 No Base bolts of required size for safe fixing of the two No. pumping units on respective base frames. The job further includes providing/fitting of nuts/bolts for couplings and new nuts/ bolts/ RI Cloth washer for fitting of the flanged bends. |
| 50 | Fabrication/Providing and fitting of 5.6 mm thick 300 mm dia. MS Pipe to be fitted on the delivery side of 10 cusec pumping units connecting and gridding the same with exisiting rising main creating a Y- type junction. (10 Meters each). Tolerances As per clause 12.3 of IS:3589. |
| 51 | Fabrication/Providing and grouting of 200 mm dia. MS Pipe to be grouted in the concrete base structure at the time of construction for erection of gantry. |
| 52 | Dismantling of existing gantry (girder, gantry posts etec) and shifting the same to new site. The job invloves ieerction of vertical posts by welding the same on grouted tail pieces. The job also involes installation of existing girder on vertical posts and fabrication of staircase using existing material on one of the vertical posts for access to chain pulley block. |
| 53 | Installation of already dismantled and shifted existing departmental 300 mm dia MS Suction pipes for Two No pumping units in multiple pieces along with foot valves, bends etc at new site of installation as per site requirement. |
| 54 | Fabrication /Providing/fitting of MS flanges by way of welding for installation of the delivery and suction pipes for two No 10 cusec pumping units in multiple joints.i. Thickness of the flange = 12mmii. Inner dia. of the flange = 300mmiii. Number of holes on flange = 10-12 Nos.The job includes all fitting material like nuts/bolts & RI Cloth washer etc at site. |
| 55 | Installation of dismantled priming system on new structure by way of welding of GI pipes using proper welding technique, and making of flanged joints as per requirement. The job also comprises of p/f of 50mm GI Pipe as per site requirement, nuts, bolts, washers of required number and size, gaskets etc. The job also involves Providing and fitting of 2.5 sq mm copper cable of Havells make for operation of the priming motor (36 M) |
| 56 | Providing installation/testing of 03 Ton capacity chain pulley Block (Indef/Pullift/elephant Make) for pump motor gantry having lift height of 06 M including operating chain, clamp and steel rope for fitment of chain pulley block to be fixed on horizontal main beam of pump gantry. Including all accessories and mountings. The job includes testing the same at site. The job also includes Providing of Ring Spanner Set of Size (12/13 to 30/32) (01 complete set), Cutting Pliers, 8 inch: (01 No), Screw Driver 8 inch (01 No) |
| 57 | Providing, laying, fitting, testing and commissioning of PVC insulated 3/3.5 core 120 mm square aluminum cable (of reputed make) for connecting 01 No. motor with starter. Providing and fitting of suitable aluminium terminals (06 Numbers) and crimping of terminals ends by hydraulic crimping tool, taping of terminal necks by Teflon coated tape. Installation of the cable by connecting the motors to the starters. 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 · 17 daysOct 02, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 18 daysTender Documents
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