Tender For Recovery And Reconstruction Of Gravity Main Source From Thokchu To Delo Civil Lake-I, Santook G.P, Block-Ii Under 37Th Constituency,Kalimpong District Under National Disaster Response Fund (Ndrf) And State Disaster Response Fund (Sdrf).
Tender Value
1.46 Crore
Estimated cost
Bid Submission
04 Nov 2026
16 days left
EMD
2.92 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kalimpong → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Recovery And Reconstruction Of Gravity Main Source From Thokchu To Delo Civil Lake-I, Santook G.P, Block-Ii Under 37Th Constituency,Kalimpong District Under National Disaster Response Fund (Ndrf) And State Disaster Response Fund (Sdrf).
BOQ
| Sl. No. | Item Description |
| 1 | Recovery and Reconstruction of Gravity Main Source from Thokchu to Delo Civil Lake-I, Santook G.P, Block-II under 37th Constituency,Kalimpong District under National Disaster Response Fund (NDRF) and State Disaster Response Fund (SDRF). |
| 2 | Recovery and Reconstruction of Gravity Main Source from Thokchu to Delo Civil Lake-I, Santook G.P, Block-II under 37th Constituency,Kalimpong District under National Disaster Response Fund (NDRF) and State Disaster Response Fund (SDRF). Removal of rubbish earth ,mixed with moorum, kankar, pebbles, rock, boulders etc.(a) Removel of spoils within a lead of 150m |
| 3 | Clearing compound premises of shurbs, plants, jungles etc. By cutting and removing as directed (Specific permission of Engineer-in-Charge prior to execution will be necessary). (Payment to be made on area cleared) |
| 4 | Earthwork in excavation in all sorts of soils but excluding stony and moorum soil including removing spreading of stacking the spoils within a laed of 150m as per directed & including triming the sides of trenches levelling dressing and bailing or pumping out water etc. required complete depth of excavation,exceeding 1 m and not exceding 2m below average bed level at the site of excavation and notrequiring shorting. |
| 5 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation. |
| 6 | Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics without rolling but including ramming and preparing the bed to proper level and filling up all joints with sandy clay or earth. N.B |
| 7 | Supply of stone boulder (N.B. variety) of approved quarries above 150 mm to 200 mm dia size. |
| 8 | Cement concrete (1:3:6) with 40mm down graded stone metal excluding shuttering with N.B variety stone metal. |
| 9 | Ordinary Cement concrete (mix1:1.5:3) with graded stonechips (20mm nominal size) excludingshuttering and reinforcement if any, in ground floor as per relevant IS codes. ii) River Bazree |
| 10 | Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 320 Kg of cement with super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation. [using concrete mixture] M25 |
| 11 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at inter-section, complete as per drawing and direction. i) Tor steel/Mild steel.SAIL/TATA/RINL |
| 12 | Hire and labour charge for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams,columns, lintels curved or staight including fitting fixing and striking out after complection of works. (upto roof of ground floor). (a) 25 mm. to 30 mm. thick wooden shuttering as per decision & direction of the Engineer-in-charge. . |
| 13 | Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour.In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement25 mm.thick plaster. |
| 14 | Plaster ( to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering conrners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (ground floor).[Excluding cost of chipping over concrete surface]. (iii) with 1:4 cement mortar. 20 mm.thick plaster. |
| 15 | Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc. |
| 16 | Plum concrete work with cement concrete with 30mm down graded stone metal 40% and stone boulder size 150mm and above placed in as directed, excluding shuttering if any (1:3:6). |
| 17 | Supplying, fitting and fixing G.I. pipes of TATA make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads, fitting, fixing etc. complete inall respect including cost of all necessary fittings as required, jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately) A) For Exposed Work . 150mm Dia. |
| 18 | C.I. sluice valve with flanged ends drilled to as per I.S. 1358/62 andhaving all cast iron components as per I.S. 780/71 solid forged bronze inside screw spindle having ultimate tensile strength not less than 4.72 MT per sq. cm. Spindle nut valve and seat faces of hard wear resisting, manufactured from best quality gunmetal conforming to I.S. 780/71, painted black all over with asphalt base paint tested to 21 kg (hydraulic pressure) per sq. cm., valve opening to anticlockwise direction, fitted and fixed complete. |
| 19 | Dismantling all types of plain cement concrete works, stackingserviceablematerialsat siteand removingrubbishasdirectedwithinaleadof75m. In Ground floor a) upto 150 mm. thick |
| 20 | Storage Tank Severely Damaged (from Thokchu Jhora, Chagey Jhora, Pahar Jhora, Satarpack Jhora) Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out, removing, spreading or stacking of spoils within a lead of 75 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . |
| 21 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation. |
| 22 | Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics without rolling but including ramming and preparing the bed to proper level and filling up all joints with sandy clay or earth. N.B |
| 23 | Supply of stone boulder (N.B. variety) of approved quarries above 150 mm to 200 mm dia size. |
| 24 | Cement concrete (1:3:6) with 40mm down graded stone metal excluding shuttering with N.B variety stone metal. |
| 25 | Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 320 Kg of cement with super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation. [using concrete mixture] M25 |
| 26 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at inter-section, complete as per drawing and direction. i) Tor steel/Mild steel.SAIL/TATA/RINL |
| 27 | Hire and labour charge for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams,columns, lintels curved or staight including fitting fixing and striking out after complection of works. (upto roof of ground floor). (a) 25 mm. to 30 mm. thick wooden shuttering as per decision & direction of the Engineer-in-charge. . |
| 28 | Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour.In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement25 mm.thick plaster. |
| 29 | Plaster ( to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering conrners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (ground floor).[Excluding cost of chipping over concrete surface]. (iii) with 1:4 cement mortar. 20 mm.thick plaster. |
| 30 | Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc. |
| 31 | Plum concrete work with cement concrete with 30mm down graded stone metal 40% and stone boulder size 150mm and above placed in as directed, excluding shuttering if any (1:3:6). |
| 32 | Intake Pipeline Supplying, fitting and fixing G.I. pipes of TATA make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads, fitting, fixing etc. complete inall respect including cost of all necessary fittings as required, jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately) A) For Exposed Work . 50mm Dia.medium quality. |
| 33 | Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only).50 mm medium qualtiy |
| 34 | Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out, removing, spreading or stacking of spoils within a lead of 75 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . |
| 35 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation. |
| 36 | Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics without rolling but including ramming and preparing the bed to proper level and filling up all joints with sandy clay or earth. N.B |
| 37 | Supply of stone boulder (N.B. variety) of approved quarries above 150 mm to 200 mm dia size. |
| 38 | Cement concrete (1:3:6) with 40mm down graded stone metal excluding shuttering with N.B variety stone metal. |
| 39 | Ordinary Cement concrete (mix1:1.5:3) with graded stonechips (20mm nominal size) excludingshuttering and reinforcement if any, in ground floor as per relevant IS codes. ii) River Bazree. M 20 Grase. |
| 40 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at inter-section, complete as per drawing and direction. i) Tor steel/Mild steel.SAIL/TATA/RINL |
| 41 | Hire and labour charge for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams,columns, lintels curved or staight including fitting fixing and striking out after complection of works. (upto roof of ground floor). (a) 25 mm. to 30 mm. thick wooden shuttering as per decision & direction of the Engineer-in-charge. . |
| 42 | Plaster ( to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering conrners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (ground floor).[Excluding cost of chipping over concrete surface]. (iii) with 1:4 cement mortar. 20 mm.thick plaster. |
| 43 | Plum concrete work with cement concrete with 30mm down graded stone metal 40% and stone boulder size 150mm and above placed in as directed, excluding shuttering if any (1:3:6). |
| 44 | 18% GST |
| 45 | 1%L.CESS Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 12, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 04, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysNov 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 25 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender