Tender For R/Mtc. Of Agartala Water Supply Scheme Within The Jurisdiction Of Dws Division-I, Agt. During The Year 2026-2027/ Retro-Fitting & Strengthening Of 2(Two) Nos. Over Head Reinforced Cement Concrete Tank At Ad Nagar & Tap Complex Under Dws Su
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Project Description
Tender for R/Mtc. Of Agartala Water Supply Scheme Within The Jurisdiction Of Dws Division-I, Agt. During The Year 2026-2027/ Retro-Fitting & Strengthening Of 2(Two) Nos. Over Head Reinforced Cement Concrete Tank At Ad Nagar & Tap Complex Under Dws Sub-Division-Ii, Milonsangha, Agartala. Job No. 57/Ce/Tjb/2026-2027
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling old plaster or pointing, raking out joints, cleaning and preparing the surface for re-plastering or re-pointing including disposal of rubbish to the dumping ground with all leads and lifts etc.complete as per direction of the Engineer- in-charge. |
| 2 | Demolishing reinforced cement concrete manually / by mechanical means including stacking of steel bars properly and disposal of unserviceable material with all lifts and upto 50 m lead etc. complete as per direction of the Engineer- in-charge. |
| 3 | 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.-All kinds of soil |
| 4 | Supplying and filling in plinth, under floor, foundations etc.with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering --All work upto plinth level: |
| 6 | 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) |
| 7 | First class brick work in foundation and plinthincluding cost of all materials as required complete:- |
| 8 | In cement mortar 1:4 (1 cement : 4 fine sand). |
| 9 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 10 | i) Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 11 | ii) Lintels, beams, plinth beams, girders, bressumers andcantilevers with wooden plank |
| 12 | iii) Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply |
| 13 | Extra for additional height in centring, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentring at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof: |
| 14 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured). |
| 15 | 12 mm cement plaster of mixCement mortar 1:4 (1 cement : 4 fine sand) |
| 16 | Neat cement punning. |
| 17 | Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations: |
| 18 | (i) Tank shall be emptied of water by pumping & bottom shall be cleaned of slit and other deposits.(ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water.(iii) Chlorination of RCC internal surface by liquidchlorine.(iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface.(v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge. |
| 19 | Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge. |
| 20 | 75mm average thickness |
| 21 | Providing and injecting approved grout in proportion recommended by the manufacturer into racks/ honeycomb area of concrete/ masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per direction of the Engineer- in- Charge.(The payment shall be made on the basis of actual weight of approved grout injected.) |
| 22 | Epoxy injection grout in concrete/RCC work of approved make |
| 23 | Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and as per direction of Engineer-In-charge complete in all respect. |
| 24 | Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make |
| 25 | Finishing walls with textured exterior paint of required shade of approved brand and manufacture on old work ( one or more coats ) including preparation of surface as required complete as per direction of the Engineer in charge. |
| 26 | Painting with black anticorrosive bitumastic paint ( one or more coats) of approved brand and manufacture on old work to give an even shade including preparation of surface as required complete as per direction of the Engineer-in-charge. |
| 27 | Providing and making bamboo make ladder around the over head tank, up to the bottom ring beam at the cylindrical part, making bamboo platform at every bracing level, gradually with progress of work upwards, covering the entire plan area and around the cylindrical tank to create passage for workers and trans-shipment of materials at various levels, including dismantling and disposal of the staging, after completion of the repair job, as decided by the Engineer-In-Charge. (Sufficient propping and strutting of barak bamboo at least 80 mm dia and platform at bracing levels and round the cylindrical portion may be of muli-bamboo, exposed vertical sides of the platform may be covered by the nylon or jute net to avert the occurrence of workers fall during work. Staging thus erected to be maintained through periodical maintenance, throughout the entire working period at the risk and cost of the agency) |
| 28 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement- |
| 29 | 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 30 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement- |
| 31 | 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 32 | Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15° up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with |
| 33 | 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) Please Enable Macros to View BoQ information |
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