Tender For Grey Water Management (Lwm) At Dakshin R Ur Mouza Under R Ur-Ii Gram Panchayat Within Tufanganj-Ii Development Block. (16Th Fc & Sbmg)
Tender Value
1.15 Crore
Estimated cost
Bid Submission
03 Nov 2026
14 days left
EMD
2.31 Lakhs
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jalpaiguri → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Grey Water Management (Lwm) At Dakshin R Ur Mouza Under R Ur-Ii Gram Panchayat Within Tufanganj-Ii Development Block. (16Th Fc & Sbmg)
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil butexcluding 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. (3 HH - leach pit- 5.19 cum x 226 nos= 1172.94 cum , Silt Chember 0.88 cum x 226 nos = 198.88 cum ,total =1371.82 cum) |
| 2 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil butexcluding 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 upto 3000 mm (3 HH -leach pit- 2.60 cum x226 nos= 587.6 cum, Total = 587.6 cum |
| 3 | Single Brick Flat Soling of picked jhama bricks including ramming anddressing bed to proper level and filling joints with local sand. (3 HH leach pit- 1.69 sqm x 226 nos= 381.94 sqm, , Total=381.94Sqm) |
| 4 | Ordinary Cement concrete (mix 1:2:4)) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (3 HH -leach pit- 0.13 cum x 226 no= 29.38 cum Silt Chember 0.10 cum x 226 no =22.6 cum , Total=51.98 cum) |
| 5 | Brick work with 1st class bricks in cement mortar (1:4)(a) In foundation and plinth (3HH -leach pit- 1.92 cum x 226 nos= 433.92cum,Total = 433.92cum ) |
| 6 | 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 1:4 cement Morter) ,(c)15mm thcik plaster ( 3HH Leach pit- 1.06 sqm x 226 no= 239.56 sqm, silt chember 2.85 sqm x 226 no=644.1sqm, Total=883.66 sqm) |
| 7 | Neat cement punning about 1.5 mm th. In wall, dado, window sills, (3 HH leach pit- 1.06 sqm x 226 no=239.56 sqm, silt chember 2.85 sqm x 226 no= 644.1 sqm , TOTAL= 183.77) |
| 8 | Ordinary Cement concrete (mix 1:1.5:3)) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (3 HH leach pit- 0.18 cum x 226 no= 40.68 cum , Silt Chember 0.07 cum x 226 no = 15.82 cum , Total =56.5 cum) |
| 9 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation withnwater, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (3 HH leach pit- 3.56 cum x 226 no= 804.56 cum , Total = 804.56cum) |
| 10 | Hire and labour charges 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 and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) 3 HH Leach pit 0.99 sqm x 226 no= 223.74 sqm, SIlt Chamber 0.001 sqm x 226 no= 0.226 sqm, Total=223.966sqm |
| 11 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders ………………….drawing and direction. III. Other than Manufacturar not specified. In Ground floor: (3 HH leach pit- 0.015 MT x 226 no= 3.39 MT, Silt Chember 0.006 MT x 226 No = 1.356 MT , Total = 4.746MT ) |
| 12 | Supply of UPVC pieps ( B Type) & fittings confirming to IS- 13592-1992 (ii) Singel Socketed 3 Meter Length (b)100 mm (3 HH leach pit- 5 Mtr x 226 no= 1130 Mtr, Silt Chember 5 Mtr x226 No= 1130 Mtr ,3 HH Pipe Line @ 45 mtr x 226 nos = 10170 Mtr ,) Total=12430 Mtr ) |
| 13 | 125 mm Thick Brick work with 1st class brick in cement morter ( 1:4) in ground floor (Silt Chember 2.63 sqm x 226 no= 594.38 sqm) |
| 14 | Labour for fitting and fixing U.P.V.C. pipes for above ground work including cost of jointing materials etc. fitting and fixing all necessary specials, cutting pipes, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps (any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineerin-charge. (Payment will be made on centre line measurement of the total pipeline including specials (B) Under ground ( II .) 100 MM Dia ( ,3 HH Pipe Line @ 45 mtr x 226 nos = 10170 Mtr ,) Total=10170 Mtr ) |
| 15 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992 (B) Fittings (ii) Plain Tee(b) 110 mm ( Silt Chember - 2 nos x 226 nos= 452 Nos ,3 HH Pipe Line @ 47 unit -x226 nos = 452nos, Total= 904 nos) |
| 16 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992 Li) Nahani Trap (90 mm) ( 3 HH Pipe Line @ 226 unit x 3 nos = 678 nos, Total = 678 Nos |
| 17 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992 x) Bend 87.5Deg. (b) 110 mm ( 3 HH Pipe Line @ 226 unit x 3 nos = 678 nos, Total = 678 Nos |
| 18 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992 x) Plain Y© 110 mm ( 3 HH Pipe Line @ 226 unit x 3 nos = 678 nos, Total = 678 Nos |
| 19 | Providing & fixing concrete sign board….of size 900 x 750 x 37mm th…. Complete. ( 3 HH Pipe Line @ 226 unit x 1 no =226 nos, Total- 226 Nos |
| 20 | GST 18% |
| 21 | LC 1% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 14 daysNov 06, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 17 daysTender Documents
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