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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 CrAdmitted-Finance | ₹2.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.7 Cr+₹34.5 L (14.6%)Admitted-Finance VP 10 323 CHITHRALAYAM NALANKALLU VILAVOORKAL MALAYINKEEZHU THIRUVANANTHAPURAM 695571 | THIRUVANANTHAPURAM | KERALA | 695571 | ₹2.7 Cr+₹34.5 L (14.6%) | L2 | Admitted-Finance |
| 3 | L3₹2.8 Cr+₹44.0 L (18.6%)Admitted-Finance | ₹2.8 Cr+₹44.0 L (18.6%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | CUBIX INFRASTRUCTURES L3 | CHITHRANI TRADERS L2 | TEAMEDGE DEVELOPERS AND LAND CONSTRUCTION PVT LTD L1 |
|---|---|---|---|---|---|---|
| 1.00EARTH WORK | ||||||
| 1.01 | 2.8.1 : 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 up to 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. | 236 | cum | 244.25 ₹57,643 | 231.16 ₹54,553.76 | 218.08 ₹51,466.88 Lowest |
| 1.02 | 2.9.1 : Excavation work 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Ordinary rock. | 59 | cum | 404.91 ₹23,889.69 | 383.22 ₹22,609.98 | 361.53 ₹21,330.27 Lowest |
| 1.03 | 2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 224 | cum | 184.59 ₹41,348.16 | 174.7 ₹39,132.8 | 164.81 ₹36,917.44 Lowest |
| 1.04 | 2.26.1 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil. | 15 | cum | 75.96 ₹1,139.4 | 71.89 ₹1,078.35 | 67.82 ₹1,017.3 Lowest |
| 1.05 | od194490/2019_2020 : Supplying and filling in sunken floors etc. with Coarse sand including watering,& ramming, consolidating and dressing complete for all floors. | 14.2 | cum | 2,370.09 ₹33,655.28 | 2,578.3 ₹36,611.86 | 2,116.15 ₹30,049.33 Lowest |
| 1.06 | 2.28.1 : Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil. | 875 | sqm | 20.47 ₹17,911.25 | 19.38 ₹16,957.5 | 18.28 ₹15,995 Lowest |
| 1.07CONCRETE WORK | ||||||
| 1.08 | od209922/2019_2020 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8(1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) Cement make: Use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference. | 42 | cum | 6,771.96 ₹2,84,422.32 | 6,680.05 ₹2,80,562.1 | 6,046.39 ₹2,53,948.38 Lowest |
| 1.09 | 4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) Cement make: Use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference. | 27 | cum | 6,698.13 ₹1,80,849.51 | 6,221.2 ₹1,67,972.4 | 5,869.06 ₹1,58,464.62 Lowest |
Tender Value
Refer Docs
EMD Value
₹1 L
Closing Date
25 Nov 2020, 6:00 pmClosed
Manager Subcontract
KEL Kochi
RURBAN MISSION SCHEME CONSTRUCTION OF RURAL MARKET AT TANALUR GRAMA PANCHAYATH, MALAPPURAM
2020_KEL_399258_1
KRO/ BDC/711/2020
Open Tender
Civil Works - Others
Item Rate
480 days
KEL Kochi
As per NIT
6 documents required · 6 mandatory
₹8,850
₹1 L
Yes
30 Nov 2020
11 Nov 2020
27 Nov 2020
11 Nov 2020
25 Nov 2020
11 Nov 2020
11 Nov 2020 - 25 Nov 2020
Amount
EARTH WORK
2.8.1 : 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 up to 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.
2.9.1 : Excavation work 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Ordinary rock.
2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
2.26.1 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil.
od194490/2019_2020 : Supplying and filling in sunken floors etc. with Coarse sand including watering,& ramming, consolidating and dressing complete for all floors.
2.28.1 : Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil.
CONCRETE WORK
od209922/2019_2020 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8(1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) Cement make: Use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference.
4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) Cement make: Use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference.
4.2.2 : 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:1:11/2:3 (1 cement : 11/2 coarse sand :3 graded stone aggregate 20 mm nominal size) Cement make: Use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference.
4.12 : Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. Make: Asian, Berger, Nerolac or eq. in the order of pref.
REINFORCED CEMENT CONCRETE - CAST-IN-SITU
5.8 : Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with 1:11/2:3 (1 cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete. (Centering and shuttering for different category of work may be considered separately.)
5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform.
5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers.
5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts.
5.9.7 : Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases.
5.9.13 : Centering and shuttering including strutting, etc. and removal of form for:Vertical and horizontal fins individually for forming box louvers band, facias and eaves boards.
5.9.16.1 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide.
5.22A.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more. Make: Tata,Vaishak, SAIL, JSW or eq primary make in the order of preference.
50.13.1 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete.
5.33.1 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level. (Assessment of strength of concrete by Cube testing at Approved Govt labs as per IS).
5.33.2 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level. (Assessment of strength of concrete by Cube testing at Approved Govt labs as per IS).
5.35 : Add for using extra cement in the items of design mix over and above the specified cement content there in.
BRICK WORK
6.2.1 : Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand).
6.38 : Providing and laying autoclaved aerated cement blocks masonry with 100 mm thick AAC blocks in super structure above floor 2 level up to floorV level in cement mortar 1:4 (1 cement :4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work.Make: min average compressive strength as per IS shall be 40-50 kg/cm2 and has to be assesed by testing at govt. lab variation in rate due to change in size of block and level of floor as per dsr price has to be considered.
50.6.6.2 : Hollow block masonry using pre cast solid blocks (factory made) of size 40x20x10cm or nearest available size confirming to IS 2185 part I of 1979 for Super structure up to floor two level for 10 cm thick wall in: CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding etc complete.
50.6.6.3 : Hollow block masonry using pre cast solid blocks ( Factory made ) of size 40x20x10cm or nearest available size confirming to IS 2185 part I of 1979 for Super structure above floor two level upto floor five level for 10cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand ) including cost of scaffolding etc complete.
50.6.7.1 : Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
50.6.7.2 : Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.
50.6.7.3 : Laterate masonry with neatly dressed laterate stone of size 40x20x15 cm or nearest size in cement mortar 1:6 for superstructure above floor two level upto floor five level including all cost of materials, labour charges etc.
MARBLE & GRANITE WORK
8.3.2 : Providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer -in-Charge.Granite work.
8.4 : Extra for fixing marble/ granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete.
8.10.2 : Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in Charge and finished smooth.Granite Stone of approved shade.
8.13.1 : Providing and laying Polished Granite stone flooring in required design and patterns, 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 jet Black, Cherry Red, Elite Brown, Cat Eye orequivalent.
WOOD & PVC WORK
9.1.2 : Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).Sal wood.
50.9.2.1+50.9.4.1+9.97.2 : Providing and fixing Anjili wood panelled or panelled and glazed shutters for doors, windows and clerestory windows including, 18mm thick anjli wood panelling, including required size ISI markedI Stainless Steel butt hinges and Tower blots of with necessery screws, etc. complete all complete as per direction of Engineer-in-charge. Anjili wood, 35mm thick shutters.
9.48.2 : Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden frames with rawl plugs screws etc. Make: Tata, Vaishak, SAIL, JSW or Eq. primary make in the order of preference. Testing strength and quality of steel at Govt. labs as per IS.
9.53 : Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
9.83 : Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.
9.88 : Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.
9.92.1 : Providing and fixing chromium plated brass handles with necessary screws etc. complete:125 mm
9.121 : Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross- section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminated shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. Make: sintex with IS.
9.122.1 : Providing and fixing to existing door frames.30 mm thick Glas Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS : 14856, including fixing to frames.
STEEL WORK
10.2 : Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.Make: Tata, Vaishak, SAIL, JSW or Eq. primary make in the order of preference. Testing strength and quality of steel at Govt. labs as per IS.
10.28 : Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge.( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
10.6.1 : 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.80x1.25 mm M.S. laths with 1.25 mm thick top cover.
10.7 : Providing and fixing ball bearing for rolling shutters.
FLOORNG
11.3.1 : 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.40 mm thick with 20 mm nominal size stone aggregate. Cement make: Use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference.
11.20.3 : 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 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Dark shade pigment using ordinary cement.
11.36 : Providing and fixing I st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer -in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. Make: Khajariya, Johnson, RAK, NITCO, Cera or Eq. in the order of preference and prior sample approval from KEL/ client.
11.40 : Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer) of Ist quality conforming to IS: 15622 of approved make in all colours, shades, except white, Ivory, Grey Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigments etc., complete. Make: Khajariya, Johnson, RAK, NITCO, Cera or Eq. in the order of preference and prior sample approval from KEL/ client.
11.41.2 : Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm. Make: Khajariya, Johnson, RAK, NITCO, Cera or Eq. in the order of preference and prior sample approval from KEL/ client.
11.46.2 : Providing and laying Vitrified tiles indifferent sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm. Make: Khajariya, Johnson, RAK, NITCO, Cera or Eq. in the order of preference and prior sample approval from KEL/ client.
od196369/2019_2020 : Providing & laying thick linen floor mat (synthetic carpet OBT) of approved make, shade and design over the plaster finished floor and fixing the same with bostic & make adhesive of approved make as directed by the Engineer. standard grades is Synthetic Rubber (SBR), Reinforcing Agents, Resins, Curing Agents, Antioxidants<br>and Pigments etc. complete.
od196397/2019_2020 : Providing Sal wood (uruppu) flooring to the stage top with 20mm thick superior<br>quality sal wood planks having a minimum width of 20cm screwed with 50mm size<br>brass screws in suitable spacings and to frames made of 75 x 50mm size sal wood<br>joistes covering the entire area of the stage at 60 cm c/c on both ways.The cavities<br>between the stage floor and the frame should be filled with cleaned dry river sand<br>and top covered with 16mm thick ISI standard marine plywood as a base and over<br>that 6mm thick cork wood sheet shall be laid over the entire stage area. The Sal<br>wood planks of the stage is to screwed to the joists through the base sheet of<br>plywood and cork sheets at suitable intervels of 60cm with 50 mm size brass<br>screws.The planks should be jointed properly without any gap and the joints of the<br>planks should be stopped only at the frame portions. Top of the stage should be<br>finished and polished with with mansion polish including rubbing with sand paper<br>and cleaning the surface etc. complete.
12.41.2 : 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.110 mm diameter.
12.42.5.2 : Providing and fixing on wall face unplasticised- PVC moulded fittings/ accessories for 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 expansionBend 87.5 110 mm bend.
12.42.6.2 : Providing and fixing on wall face unplasticised- PVC moulded fittings/ accessories for 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 expansionShoe (Plain)110 mm Shoe
12.43.1 : Providing and fixing unplasticised- PVC pipe clips of approved design to unplasticised- PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 ( 1 cement : 4 coarse sand) and making good the wall etc. complete.75 mm.
12.43.2 : Providing and fixing unplasticised- PVC pipe clips of approved design to unplasticised- PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 ( 1 cement : 4 coarse sand) and making good the wall etc. complete.110 mm.
12.44 : Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
12.45.4 : Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/ sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5x25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound, jointing tapes, finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with:Fully Perforated Gypusm Plaster Board of size 1200 x 2400 x 12.5 mm having approx. 15% perforated area with perforation size and pattern as approved by the Engineer - in- charge and as per manufacturer's specification, with all 4 side tapered and backed by acoustical tissue with NRC value not less than 0.60.
12.50 : Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
12.51.1 : Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05%) total coated thickness, zinc coating 120 grams per sqm as per IS:mm(+0.05%) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/self tapping screws complete:Ridges plain (500-600 mm)
od196810/2019_2020 : Providing & laying thick art worked linen wall mat (synthetic wall carpet OBT) of approved make, shade and design over the plaster finished surface and fixing the same with bostic make adhesive of approved make, excluding cost of wood& wool, frame works, chanels etc. complete as directed by the engineer.
od196821/2019_2020 : Supply and installation of Anutone Strand MB Primer of size 600 X 1200 X 20mm& thickness panels installed on Anutone Strut CC 50 at 600 mm centre. Panels to be& backlined with backing material AnutoneSynth PF 10x50mm of density 1000 gsm.& Fire Class 1/A & Acoustics NRC upto 0.9, Relative Humidity - 95.
FINISHING
13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.2.1 : 15 mm cement plaster on the rough side of single or half brick wall of mix:1:4 (1 cement :4 fine sand)
13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer. Make: Asian, Berger, Nerolac,or Eq. in the order of preference.
13.46.1 : Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) Make: Asian, Berger, Nerolac,or Eq. in the order of preference.
13.60.1 : Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work. Make: Asian, Berger, Nerolac,or Eq. in the order of preference.
13.62.1 : Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. Make: Asian, Berger, Nerolac,or Eq. in the order of preference.
od197092/2019_2020 : Polyurethane based Melamine spary polishing : -Two or more coats on new works including a coat of wood filler, melamine primer. Melamine sealer etc.(14.70.1 (derived))
13.80 : Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. Make: Asian, Berger, Nerolac,or Eq. in the order of preference.
ROAD WORK
16.68 : Providing and laying 60 mm thick factory 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 fine sand etc. all complete as per the direction of Engineer-in-charge. The strength of blocks may be assessed by testing at approved government labs.
SANITARY INSTALLATIONS
17.78 : Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/6 litre (adjustable to 4 litre /8 litres), including seat cover, and cistern fittings, nuts bolts and gasket etc complete.
17.7.4 : Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Flat back wash basin size 550x400mm with single 15 mm C.P.brasspillar taps.
17.31 : Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
od197705/2019_2020 : Providing and fixing PVC floor trap of self cleansing design with 150mm CP two in one or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : (SI No:17.60.1.1 LMR)
od197716/2019_2020 : Providing and fixing 100mm dia, two piece CP, air tight floor clean out plug of approved quality . 125mm square frame with 100 mm dia openable circular lid .
17.70.1 : Providing and fixing PTMT Bottle Trap for Wash basin and sink. Bottle trap 31 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the center of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms.
17.80 : Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx.size 610x390x370 mm having pre & post flushing with water ( 250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer - in-charge.
od198009/2019_2020 : Supplying and fixing CP Towel rod 60cm or nearest available length including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge.600 mm long, 20mm dia
WATER SUPPLY
50.18.8.3.2 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 25 mm pipe 10kgf /cm2.
50.18.8.4.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 32 mm pipe 10Kgf/cm2.
50.18.9.16.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50 mm dia 10Kgf/cm2 - External work - Exposed on wall.
Providing and fixing PVC pipes including fixing the pipe with clamps/ clip at 1.00 m spacing . This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 63 mm dia10 Kgf/cm2 - External work - Exposed on wall.
Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. 63 mm dia 10Kgf/cm2.
18.17.1 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore.
18.17.3 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm nominal bore.
18.17.4 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore.
18.21.2.1 : Providing and fixing uplasticised PVC connection pipe with brass unions:45 cm length15 mm nominal bore.
18.48 : Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. Make: Sintex white 3 layer with IS.
18.51.1 : Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore.
18.53.1 : Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS: 8931 15 mm nominal bore.
50.17.1.5 : Supplying and fixing CP Health Faucet superior quality ( Jagur or equvalent make ) including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge.
18.77 : Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof.
od199087/2019_2020 : Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.20 mm nominal bore.
od199102/2019_2020 : Providing and fixing 1.6mm thick double GI slotted rail of approved design and suitable width, projecting 75 mm outside the wall surface and fixed on wall/ceiling with 8 mm dia tread rods and expansion hold fasteners, including drilling necessary holes in brick wall / CC / RCC surface and the cost of bolts included. The pipes shall be fixed to the already fixed brackets with the help of 8 mm galvanised GI bolts of specified shape, and shall be fixed with GI nuts, bolts, washers of suitable size @ 60cm spacing, one bolts on each side of the pipe.
DRAINAGE
19.4.1.1 : Providing and fixing square-mouth S.W. gully trap class SP -1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:100x100 mm size P typeWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5.
50.18.8.9.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chased and making good the wall etc. 110 mm pipe 6kgf/cm2.
50.18.8.8.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 75 mm pipe 6 Kgf/cm2.
50.18.9.19.1 : Providing and fixing PVC pipes including fixing the pipe with clamps/ clips/ at 1.00 m spacing . This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 mm dia 6 Kgf/cm2 - External work- Exposed on wall.
50.18.9.18.1 : Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This included jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 75 mm dia 6Kgf/cm2 - External work- Exposed on wall.
50.18.9.9.1 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2.
19.7.1.1 : Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) with R.C.C. top with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size,) inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) finished with a floating coat of neat cement complete as per standard design:Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weigh of cover 23 kg and weight of frame 15 kg):With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.
19.8.1.1 : Extra for depth for manholes Size 90x80 cm With common burnt clay F.P.S. ( non modular ) bricks of class designation 7.5.
19.32.1 : 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.With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.
Note: Make of Water supply and sanitary items: Best branded ISI make Jaquar, Cera, Hindware, Parryware or eq. in the order of pref. Water pipe: Supreme, Finolex or eq. with IS and all fittings with IS.
ALUMINIUM WORK
21.1.1.3 : Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately):For fixed portionPolyester powder coated aluminium ( minimum thickness of polyester powder coating 50 micron ) Make: INDAL,JINDAL or eq
21.1.2.3 : For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately)Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micorn)
21.3.2 : Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 5.50 mm thickness. Make: Saint Gobain, Modiguard or eq.
WATER PROOFING
22.5 : Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg /sqm mixed with water proofing cement compound @ 0.126 kg/ sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.
22.4.3 : Providing and Placing in position suitable PVC water stops conforming to IS : 12200 for construction / expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete:Kickers (320 mm wide, 5 mm thick)
STRUCTRAL GLAZING ALUMINIUM COMPOSITE PANEL
od205807/2019_2020 : Supplying, fabricating and fixing of structural glazing using INDAL section 28mmx71.20mmx1.80mm (sec no .8963, 0.894 kg/m) for verticals and horizontals which confirms to wind load and static load calculations to form grids2 and 3 and securely fixing the basic frame work on to the masonry using aluminum angles of INDAL with adequate and properly designed anchor fasteners of Fischer/ Hilti make nuts and bolts etc., in order to finish the frame work in line and level, using 5mm Saint Gobain reflatasol reflective glass with spacer form tape (3M) make and applied with architectural grade silicon construction sealant (UV resistant) Dow Corning 995/795 or equivalent with minimum thickness of 6mm applied along the perimeter of each glass pane properly cured as per manufacturer reflatasol reflective glass with spacer form tape (3M) make and applied with architectural grade silicon construction sealant (UV resistant) Dow Corning 995/795,or equivalent with minimum thickness of 6mm applied along the perimeter of each glass pane properly cured as per manufacturer specifications, with necessary thermal gaskets and adequate fasteners to line and level. Space for thermal expansion between glass modules shall berestricted to 12mm and backer rod placed between the glass panes and weather sealant Dow Corning 789 or equivalent, shall be applied between the glass panes tomake it absolutely water tight. The aluminum section shall be properly pre-treated and powder coated , colour anodising should be avg. 25 micron as per approved colour finish, as per drawings and instruction at site.
od209588/2019_2020 : Supplying and inllation of panels of aluminium composite panel (ACP) cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. Including fabricating Aluminium base frame by using aluminium sections 50x25x1.5mm for verticals and horizontals and anchor fasteners and cleat angles, filling the joints with silicon sealent as per requirement at site including the cost and conveyance of all materials and labour charges, scafolding etc complete in all respect.
Electrification works as per KSEB norms and standards.
Note: Rate should be inclusive of preparation of schematic diagram and getting approval from KSEB/Electrical Inspectorate. Statutory fees paid to KSEB/EI shall be paid by us separately.
Make of Electrical equipments/materials
All electrical materials/equipments shall be of best branded items with ISI, strictly as per schedule specification
Panel Boards: CPRI certified reputed manufacturers make
MCB/ELCB/DB - L&T/LEGRAND/SCHNEIRDER or equivalent
Cables & wires - Finolex/KEI/POLYCAB/RPG/V-GUARD
Switches/Sockets/Regulators - SCHEIDER/ABB/HAVELS/LEGRAND or equivalent
Rigid PVCPipes/Casing & Capping - A-ONE/REPUTED MAKE with ISI , Precession, Balco, GEO
Cable Glands & Sockets - REPUTED MAKE , Cosmos
Indicating Lamps - TEKINIC/RISHUB/STC, L&T, Schneider or equivalent
Ceiling/Exhaust fan: Havells, Orient, Usha, Crompton Greaves, Bajaj
Push Button- L&T, Schneider, Rishabh
Note :1 All materials, Items, Equipment shall be best branded items with IS and approved by client/KEL
2:Rate should be inclusive of installation, testing and commissioning cost for all items
3.Rate should be Exclusive of GST.
4.Work should be executed as per DSR/PWD/Irrigation Dept. specification and direction of Engineer at site.
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