Tender For Re-Excavation Of Bela Pukur In Kapista Village, Bankura-I, Bankura District
Tender Value
63.07 Lakhs
Estimated cost
Bid Submission
31 Aug 2026
7 days left
EMD
1.26 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
Bankura → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Re-Excavation Of Bela Pukur In Kapista Village, Bankura-I, Bankura District
BOQ
| Sl. No. | Item Description |
| 1 | pond excavation |
| 2 | Cutting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge. |
| 3 | Balling out stagnant water by pump on any other means including all lifts and making all arrangement for disposal as per direction of the Engineer-in-charge. |
| 4 | Excavation in ordinary soil / mixed soil i.e. clay mixed with moorun, kankar, pebbles / silt dry or moist / slushy silt / sticky soil for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator or any other means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. (mode of measurement: pre work and post work) |
| 5 | Excavation in gravel / moorum / kankar / compact moorum / very much weathered rock / sticky soil mixed with moorum or ghooting for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator or any other means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. ( mode of measurement: pre work and post work) |
| 6 | Excavation in soft weather rock / solt laterite rocks for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator or any other means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. (mode of measurement: pre work and post work) |
| 7 | Extra rate where land is to be arranged by the contractor on item no. 3 ,4,5 for disposal of spoils. |
| 8 | Dressing and chilchalling flanks or slope of embankment including filling with earth or cutting upto150mm.average thickness and ramming properly after sprinkling water. |
| 9 | Outlet |
| 10 | 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 150 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 . I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.a) upto 3 m depth (ii) With pumping out water excluding shoring |
| 11 | Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge. |
| 12 | Plain / Reinforced Cement Concrete in Openfoundation with or without reinforcements, in anypart of foundation of bridges / culverts with gradedstone chips of appropriate nominal sizes, includingscreening and cleaning of coarse aggregates, fineaggregate (sand) conforming to proper gradingzone, both of approved quality and cement, asnecessary, cost of curing with water, including costand carriage of all materials and includingpreparation of design mix, approval of the same bythe Engineer-in-Charge, cost for quality control,sampling, testing etc. including cost of formwork butexcluding reinforcement complete as per drawingand technical specifications. A PCC Grade M20(Pakurvarity)(i) Pakur Variety (Rate as per analysis) |
| 13 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners 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](i) With 1:6 cement mortarb) 20 mm thick plaster |
| 14 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. |
| 15 | Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD.(F) 600 mm dia (Double Row) |
| 16 | BATHING GHAT |
| 17 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm. |
| 18 | Earth work in filling in foundation trenches or plinthwith good earth, in layers not exceeding 150 mm.including watering and ramming etc. layer by layercomplete. (Payment to be made on the basis ofmeasurement of finished quantity of work) (a) With earth obtained from excavation offoundation. |
| 19 | Filling in foundation or plinth by sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (B) Do - by fine sand |
| 20 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. |
| 21 | Plain / Reinforced Cement Concrete in Openfoundation with or without reinforcements, in anypart of foundation of bridges / culverts with gradedstone chips of appropriate nominal sizes, includingscreening and cleaning of coarse aggregates, fineaggregate (sand) conforming to proper gradingzone, both of approved quality and cement, asnecessary, cost of curing with water, including costand carriage of all materials and includingpreparation of design mix, approval of the same bythe Engineer-in-Charge, cost for quality control,sampling, testing etc. including cost of formwork butexcluding reinforcement complete as per drawingand technical specifications. A PCC Grade M20(Pakurvarity) |
| 22 | Plain / Reinforced Cement Concrete in Openfoundation with or without reinforcements, in anypart of foundation of bridges / culverts with gradedstone chips of appropriate nominal sizes, includingscreening and cleaning of coarse aggregates, fineaggregate (sand) conforming to proper gradingzone, both of approved quality and cement, asnecessary, cost of curing with water, including costand carriage of all materials and includingpreparation of design mix, approval of the same bythe Engineer-in-Charge, cost for quality control,sampling, testing etc. including cost of formwork butexcluding reinforcement complete as per drawingand technical specifications. RCC Grade M-20(i) Pakur Variety (Rate as per analysis) |
| 23 | 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 every intersection, complete as perdrawing and direction. (a) For works in foundation, basement andupto roof of ground floor (Rate as per analysis) (i) Tor steel JSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL/SSL |
| 24 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners 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](ii) With 1:4 cement mortar(b) 15 mm thick plaster |
| 25 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. |
| 26 | Precast cement concrete blocks or lining units as per designed size and specification, with well graded stone metal aggregate, including dressing, ramming, shuttering, finishing the top surface with 1:3 cement and sand mortar, curing, transporting and laying the blocks or liningunits at worksite in position, over filter, layer, keeping a gap of 6mm between the adjacent units, by sue of removable plyboards or non removable thermocol boards, with all leads and lifts, including supply and carriage of all materials complete. (The rate is exclusive of the cost of stone aggregate and its carriage upto site. Construction wing has to add the cost of same from the SoR of PW (Roads) to derive the consolidated rate. Consumption chart of the USoR may be used for assessing the quantity of coarse aggregates per cum of concrete). With Stone Aggregate (Pakur, North Bengal or Rajmahal varieties) b) Nominal Mix. 1:1.5:3 with 20 mm down coarse aggregate |
| 27 | TOE WALL |
| 28 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm. |
| 29 | Filling in foundation or plinth by sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (B) Do - by fine sand |
| 30 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. |
| 31 | Plain / Reinforced Cement Concrete in Openfoundation with or without reinforcements, in anypart of foundation of bridges / culverts with gradedstone chips of appropriate nominal sizes, includingscreening and cleaning of coarse aggregates, fineaggregate (sand) conforming to proper gradingzone, both of approved quality and cement, asnecessary, cost of curing with water, including costand carriage of all materials and includingpreparation of design mix, approval of the same bythe Engineer-in-Charge, cost for quality control,sampling, testing etc. including cost of formwork butexcluding reinforcement complete as per drawingand technical specifications. A PCC Grade M20(Pakurvarity) |
| 32 | Providing & fixing Concrete Sign Board as per IRCspecification of size 900 x 750 x 37 mm. thick madewith RCC 1:1½:3 with pakur variety stone chipsreinforced with double layer IRC febric (75 x 75 mm.mesh) and fixed with necessary nuts & bolts on twoRC precast posts 100 mm. x 150 mm. of height 2.65m. of which top 750 mm. is of section 100 x 13 mm.and 1.90 metre above GL & 0.75 metre below GLincluding digging hole, repacking the same withcement concrete 1:3:6 with jhama khoa or with localstone chips etc. complete including painting twocoats on both faces lettering sign marks etc. as perdirection of the Engineer-in-Charge. (The rate isinclusive of cost of reinforcement, concrete,shuttering, nuts & bolts, washer etc. complete.) |
| 33 | LABOUR WELFARE CESS Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysSep 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 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