Tender For Construction Of Fire Water Storage Tank And Domestic Water Storage Tank For Sspcc Building At Actrec.
Tender Value
2.65 Crore
Estimated cost
Bid Submission
26 Oct 2026
17 days left
EMD
5.30 Lakhs
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
Raigad → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Fire Water Storage Tank And Domestic Water Storage Tank For Sspcc Building At Actrec.
BOQ
| Sl. No. | Item Description |
| 1 | Excavation mechanically (using excavators like JCB /Poclain/with bucket) in all types of soil, including murrum, soft rock for foundations, wall, columns, plinth beams, basement, raft, ducts, trenches, underground sumps, septic tanks, soak well including shoring and strutting, bailing out water/pumping off water if required, removing and stacking or Disposing simultaneously the excavated soil anywhere within the ACTREC Campus and/or spreading soils in layers for site development and backfilling balance soil as per the compaction procedures. All complete as per specification and as directed by the Engineer-incharge. |
| 2 | All kinds of soil and Fractured/Fissured rock at all the depths |
| 3 | Earth work in excavation by mechanical means in hard rock for foundations, wall, columns, plinth beams, basement, raft, ducts, trenches, underground sumps, septic tanks, soak well including shoring and strutting, bailing out water/pumping off water if required, removing and stacking or disposing simultaneously the excavated stuff anywhere within the ACTREC Campus and/or spreading soils in layers for site development and backfilling balance soil as per the compaction procedures. All complete as per specification and as directed by the Engineer-incharge. Blasting prohibited. |
| 4 | For all depths |
| 5 | 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. |
| 6 | Providing and laying in position ready mixed M15 grade plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, including the cost of centering, scaffolding, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineerin-charge. (M15 grade at all locations upto plinth level). Minimum cement content : 240Kg/cum) |
| 7 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, including the cost of finishing and admixtures in recommended proportions. |
| 8 | All RCC works for complete work - Concrete of M30 grade with minimum cement content of 350 kg /cum |
| 9 | Providing and Fixing of reinforcement steel including material fabricating, trasporting, loading, unloading, storing on raised steel rack platform, handling, straightening, cutting to length, bending, making hooked ends, hoisting into place at all levels and heights and binding in position (including Providing & using 18 gauge binding wire) reinforcement bars of all diameters (IS 1786 ,Fe 500D/550D of all grade) to shape and size as per approved bar bending schedules and structural drgs. for all kinds of works at all heights & depths as specified including cost of approved quality PVC/Concrete cover blocks, spacers, chairs at regular interval as per relevant IS code and such other works that are required to make it complete. Quantity of steel as per drawing, approved BBS and with authorized overlaps only shall be measured and paid for. Quantity for chairs and spacer bars will not be paid. The measurement shall be as per IS 1200 and reinforcement hooks and bends shall comply with the requirement of IS 2502 unless clearly specified above. Tested for TOR 40 |
| 10 | Dry stone rubble soling/pitching of 150 mm to 230mm size shall be approved quality, hard, free from cracks, durable, preferably black trap. Rubble shall be laid on leveled base close to give compact, surface. If base is not properly leveled same will have to be done without any extra cost. Voids in the joints shall be filled with selected chips. A sample of paving shall be prepared and got approved before proceeding ahead. After stones are laid with thickness of 200mm and packed with chips, sand shall be spread and watered to fill remaining voids. Sand shall be allowed to go into joints till final packing is obtained. Rate quoted shall be for materials, labour, watering, leveling site, before paving, consolidating etc. complete. |
| 11 | Scaffolding, Centering and shuttering including strutting, propping etc. and removal of form work for (construction joint shuttering will not be considered) : |
| 12 | Foundations, footings, bases for columns. , slabs, beams etc |
| 13 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 14 | Providing and applying internal water proofing with integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. Two Coat with 1.1Kg/Sqm. The item is including scaffolding wherever required. Vertical and horizontal surfaces |
| 15 | Providing box type waterproofing on external face of Underground Water Tank side walls and below raft upto plinth level including preparation of surface as required of following operations:a) About 20 mm thick Shahabad stone slabs shall be fixed with cement sand grout 1:4 (1 cement : 4 sand). Grout mixed with water proofing compound 4% by weight by cement and joint well grouted and cured.b) External surface shall be plastered 20 mm thick with cement sand mortar 1:4 (1 cement : 4 sand) mixed with 4% by weight of water proof compound and in ratio roughened.c) Vertical joints shall be well cleaned and grouted to make sure it forms a continuous treatment. If required, joint may be treated with sealant.d) Treatment shall be taken about 300 mm above finished level.e) All pipes etc. coming out of walls shall be sealed by grouting with sealant.The item is including scaffolding wherever required. |
| 16 | Providing and applying of swellable type water stop tape, 19mm x 25mm thick in linear meter (expansive nature) for construction joints treatment of RCC structure such as raft slab, retaining walls, water storage tank and at the junctions of raft slab with the retaining walls etc.. After cleaning the surface, one coat of required primer for swellable water stop tape shall be applied throughout the length of the joint @3.78 litre per 240 running meter. Over the primed surface swellable type water stop tape shall be placed. The work shall be carried out all complete as per specification and the direction of the Engineer-In-Charge. The product performance shall carry guarantee for 10 years against any leakage. Lift of 2.4m considered for retaining wall. Extra waterstop tape to be provided if lesser lifts are considered for concreting at no extra cost. |
| 17 | Providing and laying 50 mm thick IPS flooring with screed at slope as given in drawing in cement concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 10 mm nominal size) over prepared base, including laying in panels, finishing with steel trowel, providing grooves, curing, and all labour, materials, tools and incidentals complete. |
| 18 | Making plinth protection 50mm thick of cement concrete 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) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation leveling & dressing & finishing the top smooth. |
| 19 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 20 | Providing and fixing 560mm diameter CI Heavy Duty Cover over the tank as per specified size with frame. Making the cover operatable in a manner of open/close with necessary fixtures & fittings. The opening area to be measured. The drawing to be approved by EIC. |
| 21 | Internal epoxy coated (after applying primer) Ladder to enter the tank with approved design as per the instruction of Engineer incharge. |
| 22 | External Ladder to enter the tank with approved design as per the instruction of Engineer incharge. |
| 23 | Supply, laying, testing & commissioning of 1.1 KV AC grade PVC insulated ISI mark armored, bright annealed Aluminium conductor cable in ground at 900 mm through suitable size of DWC HDPE pipes, along with cable pulling chamber with heavy duty openable cover at the both end & if required in between as directed by in-charge, back filling & re-instatement, consolidation & removal of excess earth with in a radius of 500 mtr. as per instruction of E-I-C. |
| 24 | 3.5 x 300 sq. mm Al conductor |
| 25 | CABLE JOINTING KITS - Straight through jointing for 1.1 KV PVC insulated ALU. / Copper conductors cable including supply of all jointing materials like sleeves, tinned copper cable sockets/ferrules terminal protector comprising of insulating sleeves & grommets etc similar to pre-molded push-on type Raychem cable termination & earthing complete as required & tested as per relevant IS specification including testing & commissioning all as per instruction E-I-C. |
| 26 | 3.5 x 300 sq. mm Al conductor |
| 27 | Supply & istallation of RCC hume pipe 150 mm Dia along with collars including exavation in all types of soils/ rock/ asphalts road/ comcrete road/ jointing of pipes with cement, consolidating & making good surface as per the existing all as per the instructions of EIC. |
| 28 | Exavation through JCB OR Manual: All cables to be laid in ground burial format. use JCB or manual digging for all types of soil, ground, roads, pavers etc. Direct burial of cables are not allowed. Scope covers:1)Excavation of ground up to a depth such that the top of the cable shall be minimum 900MM below the finished ground level. 2) After cable laying sand bidding to be done of 100mm thick and bricks to be provided. 4)Supply, Fixing, Painting & Sign writing of Route marker and Joint Indicators if any To prepare shop drawing and to take approval of consultant & client at each stage.8)To prepare & submit as-built drawing and handing over document to end user. To repair the road as existing after completion of excavation and backfilling work Exavation of all kind of soil as per required 900 mm below ground level including blasting & chiseling, using compressor, dewatering, back filling, reinstatement IIncluding bricks and sand , after work completion, if necessary disposal of excess earth within the radius of 500 Mtrs etc, stacking of rocks at selected places as per instruction of EIC. |
| 29 | Providing and constructing AAC Light weight Block Masonary with 75mm/100mm/150mm/200mm/300mm thick at all levels in by using approved block laying polymer modified adhesive mortar, including 75mm thick Patli / Stiffeners of M-15 Grade at every 1000mm with 2 nos 8mm steel bars all to be considered in the cost and no separate measurement will be done for steel and patli, also including scaffolding, racking out joints, curing with curing compound etc. in line, level and plumb, All complete as per specification for all height of floor or as directed etc. ( Rate includes the cost of stiffners hoop ). (No holes for scaffolding will be permitted into the blockwork) |
| 30 | Providing and applying Internal 12 mm to 15mm thick plain/smooth cement plaster finish at all heights and below highest plinth level in cement mortar using Ready mix plaster as per manufacturer specification including 150mm PVC Chicken mesh on both sides of joint, making pattas, bends, grooves, over any bricks or concrete surfaces in single layer as specified smooth finished including preparing the surfaces close hacking of concrete surfaces, curing, double scaffolding to the walls, beams, stair, column, pardis, bends, moulds, pattas, grooves etc. in line, level and plumb, all complete as per specification or as directed. (No holes for scaffolding will be permitted into the blockwork ) |
| 31 | Providing and applying External 18 mm thick sand face cement plaster in two coats at all heights below and above highest plinth level with first coat of 12 mm thickness with cemet mortar, using readymix plaster mixed as per manufacturer specifications including roughening by cross hatch line to receive top coat of 6 mm thickness with cement mortar and 10-12mm thick single coat plaster under chajja soffit, including 150mm PVC Chicken mesh on both sides of joint, recron fibre, mixing with additional waterproofing compounds including making drip moulds, bends, pattas, grooves (grooves have to be finish with neat cement mixed with waterproofing compound) as per drawing/ details,including double scaffolding , curing with curing compound etc. in line, level and plumb, all complete as per specification or as directed. (No holes for scaffolding will be permitted into the brickwork) |
| 32 | Providing & Applying one / two coats of primer & thereafter two coats of paint as mentioned below of approved make First quality Asian Paints (Apcolite) / Goodlass Nerolac/ ICI to the required colour scheme and as per manufacturers instructions / specifications to the walls, beams, columns, ceilings, partitions doors etc. including thoroughly scrapping the existing surface with sand papers, removing old paint, filling up crevices and levelling with waterproof putty / plaster of paris of necessary to obtain smooth surface etc. complete job including removal of stains, painting spots on floors,aluminium window frame & glass etc as to the entire satisfaction of engineer in charge Two Coat Acrylic Emulsion paint |
| 33 | Filling in plinth & superstructure under Floors/ Roads with selected excavated earth available within site, in layers of 15 cms. to 20 cms. Including watering, ramming consolidating to 15cm thick or so , by manually compaction or using mechanical plate compactor / vibro-roller etc (manual compaction will be permitted under special condition and as per engineer written instruction ), finished to desire levels all as per drawings to get MPD of 95% as per detailed drawings. Including cost of transportation anywhere within site. all complete as per specification or as directed. ( Note : Each Tank plinth area to have at least one set of test of MPD conducted irrespective of plinth area or for every 500 sqm of compacted area and part there of ). |
| 34 | Providing and Applying and Levelling the existing surface with Birla White Cement based / Coloured waterproof Putti of average thickness of 2 mm of approved thickness, brand and manufacture, over the plastered wall surface to prepare the surface even and smooth ready for painting purpose etc complete ( Rate inclusive of Scaffolding Matetrial, Labour Charges) Etc. |
| 35 | Providing and laying cement water-proofing (including grouting) of average 115 mm thick for balcony, terrace, returns ( watta ), khurras etc at all the levels including grouting with layer of 20 mm thick cement mortar 1:3 (1 part cement : 3 part coarse sand) mixed with water proofing compound of approved make and as specified by the manufacturer, laying brick bats of required size impregnating in to the base mortar bed with gap of 12 mm all around according to slope, level and curing the same, the gaps around brick bats filled with cement mortar 1:3 (1 part cement : 3 part coarse sand) mixed with waterproofing compound, 15 to 20 mm water proof screed layer above brick bats and finishing top with neat cement @ 2.75 Kg/Sq.M. making square 300 x 300 mm chequered finish marks with string, finishing around rain water outlets, curing etc. in line, level and plumb / slope, complete including furnishing of guarantee for 10 years. The work should be carried out through an approved specialised agency like India Water Proofing Co. or equivalent. (note: The above rates shall be inclusive of Providing and mixing of waterproofing compound as per manufacturer's specifications) (Mode of Measurement : Only the plan area will be measured and No additional measurements will be done for wattas, khurras etc) |
| 36 | ALUMINUM OPENABLE WINDOWSProviding & fixing in position aluminium openable window shutter fully glazed / aluminium grills witH using 5.5mm thick glass sheet of approved make and quality plain / frusted / bajari glass of approved make Triveni / Shri Vallabh /J / A/ G/ pilkinten fixed with aluminium beeding channels with two way rubber gasket / PVC lining to ensure water tightness and Nos rattling for aluminium grill fixing with Fchannel beeding using satin finish aNosdized 15 micron jindaL sections for shutters and frame of required size and section including using aluminium / S.S. hinges of required size of Archies make, tower bolt of required size of Archies make , C type alum handle for shutter of Archies make and other necessary hardware as per requirement etc.with granite frame Openable windows with glass shutters complete all as per specified and directed by Engineer in charge. |
| 37 | Removable Chequered Plate Covers as per the instruction of engineer incharge |
| 38 | Suction Pipe Nozzles with SS Puddle Flanges 100 - 250 mm dia as per the detailed drawing |
| 39 | Inlet Pipe Nozzles with SS Flanges 75-150 mm dia |
| 40 | Tanker Water Inlet Nozzles at the Top Slab 100-150 mm dia |
| 41 | Top Slab Vents with Mosquito Net Covers 75 mm dia |
| 42 | Overflow Pipe Sleeves 100 mm dia |
| 43 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. : Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade |
| 44 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.20 mm M.S. laths with 1.20 mm thick top cover |
| 45 | Core cutting 4\\" & 6\\" in M25 grade |
| 46 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. - MS door on pump room |
| 47 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. - MS Railing |
| 48 | Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @2.20kg/10 sqm. |
| 49 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two coats of paint after scrapping and removing old paint as per the instruction of engineer incharge. |
| 50 | Structural Steel work including MS Post and frame for partition, doors and Post: Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer & paint of approved colour, including welding and bolted with special shaped washers etc. complete. |
| 51 | Granite Cladding: Providing and laying Polished Granite stone flooring in required design and patterns on compound wall, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. : Polished Granite stone slab of all colour and texture |
| 52 | Providing and fixing Stainless Steel LOGO of ACTREC, TMC and DAE in any language as specified in the tender and as per the drawing provided including cost of transportation and fitting . |
| 53 | Preparation of Lawn and landscaping for planting on ground:Transporting and disposing of bad soil and debris in to a suitable place out of the centre at this own cost. Filling the excavated areas by red soil (including the cost of red garden soil) for desire level, spreading of red garden soil to the required thickness .All over the area, mixing, rough dressing of area, spreading of 5cm thick layer of manure (including the cost of manure) and mixing properly with soil consolidation with water, fine dressing with preparation of beds by maintaining proper level and slope. |
| 54 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). This is including 2 coat primer and 2 coat external painting work for the kerb stone with approved colour. |
| 55 | Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 56 | Chequerred precast cement concrete tiles 22 mm thick in footpath &courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) - in approved colour |
| 57 | Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in reinforced cement concrete slab 1:1.5:3 mix (1 cement 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 58 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.l. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design: With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 59 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 300 mm dia. R.C.C. pipe |
| 60 | CONCRETE BREAKING: Breaking of the existing concrete/brickwork by chiselling at all level including scaffolding and staging and the work shall be carried out so as to cause minimum inconvenience to hospital activity including cost of all material, labour, tools etc. carting away the debris out of hospital premises all complete as specified and directed. Rates also includes core cutting in concrete |
| 61 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 1 12 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. |
| 62 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25mm thick |
| 63 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 64 | Cutting, removing, rerouting and refixing of SS pipe with all accessories as per the instruction of Engineer incharge |
| 65 | Cutting, removing, rerouting and refixing of GI pipe with all accessories as per the instruction of Engineer incharge |
| 66 | Providing, laying, testing & commissioning of 'C' class heavy duty G.I. pipe conforming to IS 1239 including welding, fittings like elbows, tees, flanges, tapers, nuts, bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required. 150mm dia |
| 67 | Providing, laying, testing & commissioning of SS pipe 150mm dia - Schedule 10 pipe as per the approved design. |
| 68 | BUTTERFLY VALVE (MANUAL) with C I body SS Disc, Nitrile Rubber Seal & O- Ring PN 16 pressure rating for chilled water/hot eater circulation as specified -150mm dia |
| 69 | Providing and fixing P.V.C. Rainwater pipes of mentioned outer diameter and having wall thickness of 2.2 to 2.7mm confirming to I.S.13592-1992 including proper rain water receiving recess with P.V.C. plug, bend, necessary fittings, such as, offsets, shoes, inluding fixing the pipe on wall using approved wooden cleats projecting 25mm to 40mm from face of wall afixing with clips of approved quality and number, filing the joint using rubber gasket with solvent cement and properly resting the shoe of pipes on C.C. or masonry blocks, including necessary scaffolding . All the P.V.C. fittings and additional 2 piece socket clips shall be got approved from engineer incharge etc. complete.- 160 mm Dia Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 05, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 17 daysOct 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 18 daysTender Documents
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