Tender For Filling Of Water Logged Areas Beside Kitchen, Pp Centre, Main Hospital Building At T.L.Jaiswal State General Hospital, Liluah, Howrah.
Tender Value
40.69 Lakhs
Estimated cost
Bid Submission
23 Nov 2026
14 days left
EMD
81393
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
Howrah → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Filling Of Water Logged Areas Beside Kitchen, Pp Centre, Main Hospital Building At T.L.Jaiswal State General Hospital, Liluah, Howrah.
BOQ
| Sl. No. | Item Description |
| 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 2 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved |
| 3 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 4 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 5 | In cement mortar |
| 6 | Dismantling of manhole including R.C.C. top slab, C.I. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of Engineer-in charge: |
| 7 | Rectangular manhole 90x80 cm and 45 cm deep |
| 8 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 9 | Supply and stacking of Fly ash conforming to IRC- 58 at site, including carriage, loading , unloading & stacking up to any lead (measured stacks will be reduced by 20% for payment). |
| 10 | Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge |
| 11 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth |
| 12 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources |
| 13 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 14 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 15 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 16 | (a) In foundation and plinth |
| 17 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 19 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in uperstructure above plinth level up to floor V level. |
| 20 | Cement mortar 1:4 (1 cement :4 coarse sand) |
| 21 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: |
| 22 | 1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 23 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 24 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and inding all complete upto plinth level. |
| 25 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 26 | Centering and shuttering including strutting, propping etc. and removal of form for or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) |
| 27 | Foundations, footings, bases of columns, etc. for mass concrete |
| 28 | CEMENT PLASTER (IN FINE SAND) |
| 29 | 12 mm cement plaster of mix : |
| 30 | 1:4 (1 cement: 4 fine sand) |
| 31 | 15 mm cement plaster: |
| 32 | 1:4 (1 cement: 4 fine sand) |
| 33 | 1:6 (1 cement: 6 fine sand) |
| 34 | 20 mm cement plaster of mix : |
| 35 | 1:6 (1 cement: 6 fine sand) |
| 36 | Neat cement punning. |
| 37 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 38 | 40 mm thick with 20 mm nominal size stone aggregate |
| 39 | Providing and laying 60 mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 40 | Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. |
| 41 | Using M.S. angels 40x40x6 mm for diagonal braces |
| 42 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight |
| 43 | Inside dimensions 455x610 mm and 45 cm deep for single pipe line : |
| 44 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 45 | Extra for depth beyond 45 cm of brick masonry chamber : |
| 46 | For 455x610 mm size |
| 47 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 48 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 49 | All kinds of soil.. |
| 50 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. |
| 51 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 52 | Applying priming coat: |
| 53 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works |
| 54 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 55 | Two or more coats on new work |
| 56 | 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,Part-I.Payment will be made separetly on the basis of actual height based on relevant I.S.Code. |
| 57 | For 30 user |
| 58 | For 100 user |
| 59 | Dry brick on edge flooring in required pattern with bricks of classdesignation 7.5 on a bed of 12 mm mud mortar, including filling joints withJamuna sand, with common burnt clay non modular bricks. |
| 60 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality H D - 20 |
| 61 | Circular shape 560 mm internal diameter |
| 62 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. |
| 63 | 110 mm diameter |
| 64 | UPVC Fittings: |
| 65 | Single tee without door |
| 66 | 110x110x110 mm |
| 67 | Bend 87.5° |
| 68 | 110 mm bend |
| 69 | 110 mm Shoe |
| 70 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. |
| 71 | 200 mm dia (OD-200 mm & ID-175 mm nominal) |
| 72 | 160 mm dia (OD-160 mm & ID-135 mm nominal) |
| 73 | Pumping out water caused by srings, tidal or river seepage, broken water mains or drains and the like |
| 74 | Modified Estimated Cost after using correction factor on DSR-2023 on account of GST @ 0.973 ( vide OM No.- 158/SE(TAS)/GST/2024/02-E dated:- 08.08.2024 |
| 75 | Add enhancement for Cost Index @23.00% (For Kolkata) on DSR-2023 item Vide OM no- 34 (1) /SDG(Kol) / Cost Index /2026/915 dt. 19.05.2026 of EE(P)€,SDG(Kolkata),CPWD Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 14 daysNov 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 16 daysTender Documents
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