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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹22.1 LAccepted-AOC | ₹22.1 L | 1 | Accepted-AOC L1 |
| 2 | 2₹23.3 LRejected-Finance | ₹23.3 L | 2 | Rejected-Finance L2 |
| 3 | 3₹23.9 LRejected-Finance | ₹23.9 L | 3 | Rejected-Finance L3 |
| 4 | 4₹26.1 LRejected-Finance | ₹26.1 L | 4 | Rejected-Finance L4 |
| 5 | 5₹26.1 LRejected-Finance | ₹26.1 L | 5 | Rejected-Finance L5 |
Tender Value
₹25.4 L
EMD Value
₹50,717
Closing Date
24 Jan 2026, 2:00 pmClosed
EE_NBD_SS_PWD
O/O THE EXECUTIVE ENGINEER, NORTH BENGAL DIVISION, SOCIAL SECTOR, PWDTE, SHAKTIGARH, SILIGURI
Repair and Replacing of Septic Tank and other allied items in Naxalbari RH, Darjeeling.
2026_WBPWD_984130_1
WB/PWD/EE/NBD/SS/NIT/56/25-26
Open Tender
CIVIL WORKS
90 days
SILIGURI
Please refer Tender documents.
4 documents required · 4 mandatory
₹50,717
Yes
5 Mar 2026
6 Jan 2026
27 Jan 2026
6 Jan 2026
24 Jan 2026
13 Jan 2026
Extra over the corresponding item of earth work for removing semi liquid mud or slushy earth by iron pans, buckets etc.
(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)
Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m In ground floor including roof. (b) above 150 mm. Thick
Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m a) In ground floor including roof. In ground floor
Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars. (a) In ground floor including roof.
Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge
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. (a) Pakur Variety
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.
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
(II) Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety, In ground floor (a) 1:3:6 proportion
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) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth
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 In ground floor
Cleaning silt of inspection pit.
Removing sludge from septic tank, soak well etc. by methor labour including disposal of the same outside the compound as directed. (d) Upto 100 users: (ii) Beyond a lead of 150 metre and outside the Municipal limit
Cleaning soak pit by removing the top slab and replacing inner filling with jhama bats and repairing the pit as necessary including fitting the slab.
Dismantling H.C.I. pipe with fittings including melting lead caulked joints. (iii) 110 mm
Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992, (A) (i) Single Socketed 3 Meter Length. (b) 110 mm
(B) Fittings (ii) Plain Tee (b) 110 mm
(B) Fittings (iii) Door Tee (b) 110 mm
(B) Fittings v) Plain Y (b) 110 mm
(B) Fittingsx) Bend 87.5º (b) 110 mm
(B) Fittingsx) Bend 87.5º (b) 160 mm
xi) Door Bend (T.S.), (b) 110 mm
xv) Vent Cowl, (b) 110 mm
xv) Vent Cowl, (c) 160 mm
xvi) Pipe Clip, (b) 110 mm
xvi) Pipe Clip, (b) 160 mm
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. (A) Above ground, (ii) 110 mm
(B) Under ground, (iii) 160 mm dia.
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 inside walls 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 in excavation 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. With Pakur variety. Other Manufacturer not specified
Construction of septic tank of different capacities as per approved drawing with 1st class brick work in cement mortar (1:4) including two 560 mm dia. R.C.C. manhole cover(heavy type)of approved make supplied, fitted and fixed in the 100mm thick R.C.C (1:1.5:3) top slab with necessary fittings, 20mm thick cement plaster (4 : 1) with neat cement finish to the internal surfaces and 15 mm thick cement plaster (4 : 1) to outside wall upto 200 mm below G.L floor finished with 25 mm thick grey artificial stone over 100 mm thick R.C.C(1:1.5:3) bottom slab including supplying, fitting and fixing all necessry specials, fittings, S.W. tees, C.I. foot rest etc. including excavation earth in all sorts of soil, shoring, bailing out and pumping out water as necessary, ramming, dressing the bed and fefilling the sides of the tanks with earth, removing spoils, filling up the chamber with clear water, removing foreign materials from the chamber and including constructing attached inspection pit as per approved drawing and connecting all necessary pipes, joints etc. with internal plaster work and artificial stone flooring is to be done with admixture of water proofing compound @ 0.5% by weight of cement with all costs of labour and materials Note:- (i) Finished level of Septic Tank should be 400 mm. from Ground Level. (ii) Height of 50 mm. Ventilation pipe &Mosquito proof mesh, should be follwed as per IS:2470,PartI.Payment will be made separetly on the basis of actual height based on relevant I.S.Code. (iii) For 50 users With Pakur variety. Other Manufacturer not specified
Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work upto 1.6 metre from the bottom having 150 mm intermediate cement brick work (1:4) band all round and cement brick work (1:4) upto 0.90 metre from top with 20mm thick cement plastering (1:4) to inside face upto the depth of cement brick work, 15mm thick cement plaster (1:4) on outer face from top of the well upto G.L. and 6 mm thick cement plaster (1:4) on top of the R.C.C. cover slab including filling bottom 1.00 metre of inside of the well with brick metal (50 mm to 63 mm size) including R.C.C. cover slab of 100 mm thick with cement conc (1:1.5:3) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover (heavy type)of approved make supplied, fitted and fixed in the cover slab with necessary fittings, making nacessary arrangements for pipe connections, excavation of well including shoring, dewatering and removing the exess earth from the premises as per direction complete in all respect with all costs of labour and materials. With 250 mm thick dry brick work and 250 mm thick cement brick work (1:6) and 1.00m inside dia. Other Manufacturer not specified
GST @ 18% of Estimated cost
Labour Wellfare Cess @1% of Estimated cost with GST
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