Tender For Additional Work Related To Installation Of Faecal Sludge Septage Treatment Plant Of 3 Kld Capacity Based On Bio-Digestor Aided Constructed Wetland (Bac Fstp) For English Bazar, Development Block, Malda
Tender Value
7.38 Lakhs
Estimated cost
Bid Submission
13 Nov 2026
5 days left
EMD
14780
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Maldah → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Additional Work Related To Installation Of Faecal Sludge Septage Treatment Plant Of 3 Kld Capacity Based On Bio-Digestor Aided Constructed Wetland (Bac Fstp) For English Bazar, Development Block, Malda
BOQ
| Sl. No. | Item Description |
| 1 | 2.TREATED WATER TANK TO DISCHARGE POINT PIPE LINE Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15cm depth and disposal of the rubbish within a lead upto 75 m as directed. |
| 2 | Earthwork 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 75m. 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 | 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. |
| 4 | 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) by fine sand |
| 5 | Supplying and laying PolytheneSheet (150gm/ sq.m.) over damp proof course or below flooring or roof terracingor in foundation or in foundation trenches. |
| 6 | OrdinaryCement concrete (mix 1:2:4) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement ,if any, in ground floor as per relevant IS codes. a) Pakur Variety |
| 7 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 8 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992 (A) (i) Single Socketed 3 Meter Length (b) 110 mm |
| 9 | 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 Engineer-in-charge. (Payment will be made on centre line measurement of the total pipeline including specials. (B)Under ground (ii) 110 mm dia. |
| 10 | Constructing Inspection pit of inside measurement 600mm X 600mm X upto 600mm (depth) with 250 mm thick 1st. class brick work in cement mortar (1:4) on all sides, bottom of the pit consisting of 100 mm thick cement concrete (1:3:6) with stone chips over a layer of jhama brick flat soling, 15 mm thick (1:4) cement plaster to insidewalls and out-side walls upto G.L. and 20 mm.thick (1:4) plaster to bottom of the pit, providing necessary invert with cement concrete (1:3:6) with stone chips as per direction, neat cement finishing to entire internal surfaces, top of the pit covered with 100 mm thick R.C.C. slab (1:1.5:3) with stone chips and necessary reinforcements upto 1% and shuttering including 6 mm thick cement plaster (1:4) in all external surfaces of the slab and one 560 mm dia. R.C.C. manhole cover of approved make supplied, fitted and fixed in the slab with necessary fittings, necessary earthwork inexcavation in all sorts of soil, filling sides of the pit with earth and removing spoils after work complete in all respect with all costs of labour and materials .i) With Pakur variety. (SAIL/TATA/RINL) |
| 11 | Constructing Inspection pit of inside measurement 600mm X 600mm X upto 600mm (depth) with 250 mm thick 1st. class brick work in cement mortar (1:4) on all sides, bottom of the pit consisting of 100 mm thick cement concrete (1:3:6) with stone chips over a layer of jhama brick flat soling, 15 mm thick (1:4) cement plaster to insidewalls and out-side walls upto G.L. and 20 mm.thick (1:4) plaster to bottom of the pit, providing necessary invert with cement concrete (1:3:6) with stone chips as per direction, neat cement finishing to entire internal surfaces, top of the pit covered with 100 mm thick R.C.C. slab (1:1.5:3) with stone chips and necessary reinforcements upto 1% and shuttering including 6 mm thick cement plaster (1:4) in all external surfaces of the slab and one 560 mm dia. R.C.C. manhole cover of approved make supplied, fitted and fixed in the slab with necessary fittings, necessary earthwork inexcavation in all sorts of soil, filling sides of the pit with earth and removing spoils after work complete in all respect with all costs of labour and materials iii) Extra for each additional depth of 150 mm or part thereof beyond initial 600 mm depth. |
| 12 | 3.SUPPLEMENTARY WORK FOR INTERNAL ELECTRICAL WORK Supplying and fixing double-door SPN MCB Distribution Board with IP-42/43 protection, concealed in wall after cutting the wall & mending good the damages to original finish incl. Inter connection with suitable size of copper wire and neutral link & provision for earthing attachment. Legrand Make(2 + 8) way Enclosure (607711) |
| 13 | Supplying and fixing 240/415 V MCB of Breaking capacity 10kA & C characteristics on din rail of existing DBs and necessary connection i) 6-32 A SP MCB |
| 14 | 40A DP MCB |
| 15 | Distn. wiring in 22/0.3 (1.5 sqmm) single core stranded 'FR' PVC insulated & unsheathed single core stranded copper wire (Brand approved by EIC) in 19 mm bore, 3 mm thick polythen pipe complete with all accessories embedded in wall to light/fan/call bell points with Piano key type switch (Anchor make) fixed on sheet metal (16 SWG) switch board with bakelite/perspex (wall matching colour) top cover (3 mm thick) flushed in wall incl. mending good damages to original finish 2x22/0.3 (Ph. & N) and 1x22/0.3 as ECCAvg Run 8 mtr |
| 16 | Supplying and Drawing 1.1 KV single core stranded 'FR' PVC insulated & unsheathed single core stranded copper wire (Brand approved by EIC) of the following sizes in the prelaid polythene pipe and by the prelaid GI fish wire and making necy. connection as required a) 3 x 22/0.3 (1.5 sqmm) |
| 17 | b) 2x36/0.3 (2.5 sqmm) + 1x22/0.3 (1.5 sqmm) as ECC |
| 18 | Supply & Fixing 240 V, 20A, plug socket with separate 20 A Piano key type switch (Brand approved by EIC) on sheet metal switch board embedded in wall incl. S & F 150x100x65mm MS (16SWG) switch board and bakelite/perspex top cover of 3mm thick by Brass screws after making housing for switch by cutting bakelite/perspex cover and making necessary connections as required |
| 19 | Supplying and fixing polythene pipe complete with fittings as necy. under ceiling/beam, bound with 22 SWG GI binding wire incl. supplying and drawing 1x18 SWG GI Wire as fish wire inside the pipes and fittings and providing 50 mm dia disc of MS sheet (20 SWG) having colour paint at one face fastened at the load point end of the polythene pipe with fish wire (synchronizing with roof/beam casting work of building construction) a) 19mm dia 3mm thick Polythene Pipe |
| 20 | b) 25mm dia 3mm thick Polythene Pipe |
| 21 | Cutting channel of 40 mm x 40 mm size on masonry wall incl. S&F heavy gauge polythene pipe dia as stated below, bymeans of iron hooks and supplying and drawing 18 SWG GI Wire as fish wire incl. mending good damages to buildingworks19 mm dia 3 mm thick polythene pipe without earth continuity wire |
| 22 | Cutting channel of 43 mm x 43 mm size on masonry wall incl. S&F heavy gauge polythene pipe dia as stated below, by means of iron hooks and supplying and drawing 18 SWG GI Wire as fish wire incl. mending good damages to building works25 mm dia 3 mm thick polythene pipe without earth continuity wire |
| 23 | Supply of 22W LED TubelightHavells make LUMILINEPLUSNEOBS18WLED865SPCSSIND |
| 24 | Fixing only single/twin fluorescent light fitting suspended 25 cm bellow the ceiling with 2 No. 20 mm dia EI conduit (14 SWG) supports fixed with “L” type MS clamp whose one side fixed on ceiling with sutable size 4 nos. fastener and other side connected with the conduit with suitable size of bolts and nuts incl. S&F EI conduit, “L” type (125mmx125mm) 6mm thick and 25mm with MS clamps and connecting the length of PVC insulated wire andmending good damages to original finish and painting etc. by 2x24/0.20 mm (1.5sqmm.) flexible copper wire of 1.10 mt. length. |
| 25 | Supply of ceiling fan 1200 mm sweepUSHA/ Crompton make or equivalent |
| 26 | Fixing only ceiling fan complete with blades, canopy, fork, rubber bush etc. incl. S&F connecting wire for down rod upto 30 cm incl. painting the rod with approved paint and making necessary connection as required by 2x1.5 sqmm flexible copper wire. |
| 27 | Supply of 300 mm dia heavy duty metal body exhaust fanUSHA/EPC/Crompton make or equivalent |
| 28 | Fixing only exhaust fan after making hole in wall and making good damages and smooth cement finish etc. as practicable as possible and providing necy. length of PVC insulated wire and making connection for exhaust of following diameter: |
| 29 | Fixing only louver shutter/cowl on wall with necy. bolts & nuts (6 mm dia x 62 mm long) for 300 mm dia |
| 30 | 4.RAMP CONSTRUCTION A.CessPool Vehicle Platform Earthwork 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 75m. 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. |
| 31 | 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) by fine sand |
| 32 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 33 | Cement concrete (mix 1:2:4) with graded stone balast (40mm nominal size) excluding shuttering and reinforcement ,if any, in ground floor as per relevant IS codes. a) Pakur Variety |
| 34 | 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] M 30 Grade |
| 35 | 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 gaugeblack annealed wire at every intersection, complete as per drawing and direction (a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/HYSD I. SAIL/ TATA/RINL |
| 36 | Hire and labour charges for shuttering with centreing and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thckness with required bracing for concrete slabs, beams, m columns, lintels curved or straight including fitting, fixing and striking out after completion of works(upto roof of ground floor) (f) 25 mm to 30 mm shuttering without staging in foundation |
| 37 | 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 a. 15 MM Thick |
| 38 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. |
| 39 | For Ramp Earthwork 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 75m. 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. |
| 40 | 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) by fine sand |
| 41 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 42 | Cement concrete (mix 1:2:4) with graded stone balast (40mm nominal size) excluding shuttering and reinforcement ,if any, in ground floor as per relevant IS codes. a) Pakur Variety |
| 43 | Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation & plinth |
| 44 | 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 a. 15 MM Thick |
| 45 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. |
| 46 | 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] M 30 Grade |
| 47 | 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 gaugeblack annealed wire at every intersection, complete as per drawing and direction (a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/HYSD I. SAIL/ TATA/RINL |
| 48 | Hire and labour charges for shuttering with centreing and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thckness with required bracing for concrete slabs, beams, m columns, lintels curved or straight including fitting, fixing and striking out after completion of works(upto roof of ground floor) (f) 25 mm to 30 mm shuttering without staging in foundation |
| 49 | 5.PAINTING OF BOUNDARY WALL Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC.In Ground Floor:(a) One Coat |
| 50 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.In Ground floor (Two Coat)a) Normal Acrylic Emulsion |
| 51 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 52 | Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary. (b) On steel or other metal surface : With super gloss (hi-gloss) - (iv) Two coats (with any shade except white) |
| 53 | 6.FILTER MEDIA FOR SLUDGE DRYING BED Filling by Coarse sand and gravel in layers for a depth of 700mm including the cost of supply of sand |
| 54 | Filling by gravel in layers for a depth of 200 mm including the cost of supply and Laying of gravel |
| 55 | Filling by Jhama metal in layers for a depth of 600 mm including the cost of supply and Laying of gravel |
| 56 | 7.FILTER MEDIA FOR WETLAND Filling by Coarse sand and gravel in layers for a depth of 700mm including the cost of supply of sand |
| 57 | Filling by gravel in layers for a depth of 200 mm including the cost of supply and Laying of gravel |
| 58 | Filling by Jhama metal in layers for a depth of 600 mm including the cost of supply and Laying of gravel |
| 59 | Arboriculture on HFCW |
| 60 | 8.WATER TANK TO DISCHARGE POINT PIPELINE Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15cm depth and disposal of the rubbish within a lead upto 75 m as directed. |
| 61 | 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. |
| 62 | 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) by fine sand |
| 63 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 64 | OrdinaryCement concrete (mix 1:2:4) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement ,if any, in ground floor as per relevant IS codes. a) Pakur Variety |
| 65 | Supplying, fitting and fixing PVC pipes for underground work of approved make of Schedule 80 (mediumduty) conforming to ASTMD 1785 and th read ed to match with GI Pipe as per IS:1239(Part-I).with all necessary accessories, specials viz. socket, bend, tee, union, cross,elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted including cost of all materials ,jointing materials, cutting pipes,making threads,cutting trenchesupto1.5 metre below surface in al sorts of soil and refilling the same as directed complete in all respect.(Payment will bemade on the centre line measurement of the total pipe line Cincluding all specials No separate paymen twill be made for accessories, specials.) 80mm |
| 66 | Supplying, fitting and fixing PVC pipes for underground work of approved make of Schedule 80 (mediumduty) conforming to ASTMD 1785 and th read ed to match with GI Pipe as per IS:1239(Part-I).with all necessary accessories, specials viz. socket, bend, tee, union, cross,elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted including cost of all materials ,jointing materials, cutting pipes,making threads,cutting trenchesupto1.5 metre below surface in al sorts of soil and refilling the same as directed complete in all respect.(Payment will bemade on the centre line measurement of the total pipe line Cincluding all specials No separate paymen twill be made for accessories, specials.) 110mm |
| 67 | Sub Total |
| 68 | GST 18% |
| 69 | Cess 1% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 05, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 13, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysNov 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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