Tender For Re-Excavation Of Nand (Gopal) Bandh, Sukurgutu Gp, Mouza Hurumdah, Jl No.-39, Plot No.-1118 Under Barabazar Block In The District Of Purulia.
Tender Value
62.37 Lakhs
Estimated cost
Bid Submission
31 Aug 2026
14 days left
EMD
1.25 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
Purulia → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Re-Excavation Of Nand (Gopal) Bandh, Sukurgutu Gp, Mouza Hurumdah, Jl No.-39, Plot No.-1118 Under Barabazar Block In The District Of Purulia.
BOQ
| Sl. No. | Item Description |
| 1 | RE-EXCAVATION OF NAND (GOPAL BUNDH) SUKURGUTU GP, MOUZA HURUMDAH, JL NO.-39, PLOT NO.-1118 UNDER BARABAZAR BLOCK IN THE DISTRICT OF PURULIA. |
| 2 | Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge. |
| 3 | Excavation in ordinary soil/mixed soil i.e clay mixed with moorum, kankar, pebble/silt dry or moist/ slushy silt/sticky soil for WDS/WHS/reservoir/SFMIS etc with hydraullic excavator or any other means including cuttting and loading in tippers,trimming bottom and side slope in accordance with requirement of lines,grades and cross section and transporting to embankment/disposal site within all lift and lead upto 1000 m including spreading,levelling disposed spoils at disposed area.(mode of measurement: pre work and post work) |
| 4 | Excavation in gravel and moorum,kankar/compact moorum/very much weathered rocki/sticky soil mixed withh moorum or ghooting for WDS/WHS/reservoir/SFMIS etc with hydraullic excavator or any other means including cuttting and loading in tippers,trimming bottom and side slope in accordance with requirement of lines,grades and cross section and transporting to embankment/disposal site within all lift and lead upto 1000 m including spreading,levelling disposed spoils at disposed area.(mode of measurement:pre work and post work) |
| 5 | Excavation in soft wheathered rock/salt laterite rocks for WDS/WHS/reservoir/SFMIS etc with hydraullic excavator any other means including cuttting and loading in tippers,trimming bottom and side slope in accordance with requirement of lines,grades and cross section and transporting to embankment/disposal site within all lift and lead upto 1000 m including spreading,levelling disposed spoils at disposed area.(mode of measurement:pre work and post work) |
| 6 | Extra rate where land is to be arranged by the contractor on Item Nos.1,2 &3 for for disposal of spoils. |
| 7 | Compacting earthwork in embankment in layers of 25 cm. by power roller or by any other mechanical means, like tractor driven sheep foot roller/ vibrating plate compactor earth rammer etc., (not at OMC) including necessary watering, labour charges, hire charges of all materials, tools & plants etc. and including cost and supply of all materials complete as per direction of the Engineer-in-charge. (Payment will be made on the basis of Pre-work & Post-work level) |
| 8 | Turfing with chorkata or durba grass sods 5 cm. to 8 cm. thick in slope, crest berm etc. of embankments, canals and drainage channels etc. within a lead of 150 metre and all lifts including fine dressing, watering, ramming, guarding etc. complete. (sods will have to be arranged by the contractor at his own cost. Payment to be made on the grown grass only). |
| 9 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. |
| 10 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.. |
| 11 | OUTLETS & TOE WALLEarth 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. |
| 12 | (A) Filling in foundation or plinth by silver 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 |
| 13 | (I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)In ground floor(A) [Pakur Variety](a) 1:3:6 proportion |
| 14 | Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works.b) M-20 Grade Using concrete mixer. |
| 15 | 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 |
| 16 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. |
| 17 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single RowProviding 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 |
| 18 | Hire and labour charges for shuttering excluding staging for soffits of slabs, beam of culverts, vertical wall of bridges and other hydraulic structures including charges of all materials to site of work, stripping off and removing after completion of work as per direction of Engineer-in-charge. A) With wooden plank minimum 38mm thick. |
| 19 | BATHING GHAT (1NO)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. |
| 20 | (A) Filling in foundation or plinth by silver 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 |
| 21 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. |
| 22 | Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works.b) M-20 Grade Using concrete mixer. |
| 23 | 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 |
| 24 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. |
| 25 | Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.) |
| 26 | Add GST @18% = |
| 27 | Add Cess @1% = 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 · 14 daysSep 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 17 daysTender Documents
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