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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance 00 00 NAPASAR ROAD NENO KA BASS BIKANER RAJASTHAN BIKANER RAJASTHAN 334022 UDYAM RJ 08 0001676 | BIKANER | RAJASTHAN | 334022 | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 Cr+₹7.3 L (5.46%)Admitted-Finance | ₹1.4 Cr+₹7.3 L (5.46%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | M/S A.S. CONSTRUCTION CO. L1 | V R AND CO L2 |
|---|---|---|---|---|---|
| 1.00Building Work | |||||
| 2.00Earth 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. | |||||
| 2.10 | All kinds of soil | 256.92 | cum | 243 ₹62,431.56 Lowest | 250 ₹64,230 |
| 3.00Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. | |||||
| 3.10 | All kinds of soil | 81.89 | cum | 174 ₹14,248.86 Lowest | 180 ₹14,740.2 |
| 4.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m | 264.79 | cum | 214 ₹56,665.06 Lowest | 225 ₹59,577.75 |
| 5.00 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 5.24 | cum | 300 ₹1,572 Lowest | 350 ₹1,834 |
| 6.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 26.28 | cum | 1,810 ₹47,566.8 Lowest | 2,000 ₹52,560 |
| 7.00Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1cement : 2 Coarse sand) to match the existing floor: | |||||
| 7.10 | With Chlorpyriphos E.C. 20% with 1% concentration | 220.89 | sqm | 210 ₹46,386.9 Lowest | 230 ₹50,804.7 |
Tender Value
₹1.3 Cr
EMD Value
₹2.7 L
Closing Date
14 Sept 2023, 2:00 pmClosed
Additional Chief Engineer
WAPCOS Limited (A Govt. of India Undertaking) Room No. C 33, WAPCOS Limited, 76C, Sector 18, Institutional Area, Gurgaon, Haryana 122015
CONSTRUCTION OF HEAD OF PREMISES BUNGALOW AT THDC KSTPP, KHURJA
2023_WAPCO_166242_1
WAP/PHIW/KHURJA/KSTPP/23-24/1
Open Tender
Civil Works - Buildings
Item Rate
150 days
Khurja
Please refer Tender documents.
5 documents required · 5 mandatory
₹5,000
WAPCOS Limited
₹2.7 L
Yes
6 Oct 2023
1 Sept 2023
15 Sept 2023
1 Sept 2023
14 Sept 2023
1 Sept 2023
Amount
Building Work
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
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
All kinds of soil
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1cement : 2 Coarse sand) to match the existing floor:
With Chlorpyriphos E.C. 20% with 1% concentration
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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
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. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
All works upto plinth level - Concrete of M25 grade with minimum cement content of 330 kg /cum
All works above plinth level upto floor V level -Concrete of M25 grade with minimum cement content of 330 kg /cum
Add for using extra cement in the items of design mix over and above the specified cement content therein
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to & above plinth level
Thermo-Mechanically Treated bars of grade Fe-500D or more
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
Lintels, beams, plinth beams, girders, bressumers and cantilevers
Suspended floors, roofs, landings, balconies and access platform
Columns, Pillars, Piers, Abutments, Posts and Struts
Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured).
Suspended floors, roofs, landings, balconies and access platform
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 :
Cement mortar 1:6 (1 cement : 6 coarse sand)
Half brick masonry with non modular fly ash bricks of class designation 10, conformingio IS :12894, in super structure above plinth and upto floor V level.
Cement mortar 1 : 4 (1 cement : 4 coarse sand)
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
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, including welding and bolted with special shaped washers etc. complete.
Hot finished welded type tubes
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.
35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fastlugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).
Second class teak wood
Providing and fixing panelled or panelled and glazed shutters for doors,windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:-Butt hinges and necessary screws shall be paid separately)
Second class teak wood - 35 mm thick shutters
Second class teak wood - 30 mm thick shutters
Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves orrebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick
Second class teak wood
Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).
Providing & Fixing decorative high pressure laminated sheet of plain /wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality
1.0 mm thick
Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddingin cement concrete block 300x100x150 mm 1:3:6 mix (1 cement :3 coarse sand : 6 graded stone aggregate 20mm nominal size).
Providing and fixing chromium plated brass casement window fastener with necessary screws etc. complete.
Providing and fixing chromium plated brass casement stays (straight peg type) with necessary screws etc. complete :
300 mm weighing not less than 330 gms
Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood beading
Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured).
Float glass panes
5.0 mm thick glass panes (weight not less than 12.50 kg/sqm).
Extra for providing frosted glass panes 4 mm thick (weight not less than 10 kg per sqm) instead of ordinary float glass panes 4 mm thick (weight not less than 10 kg per sqm) in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured).
Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete :
Providing and fixing bright finished brass hanging type floor door stopper with necessary screws,etc. complete.
Providing and fixing bright finished brass tower bolts (barrel type) withnecessary screws etc. complete
Providing and fixing chromium plated brass handles with necessary screws etc. complete
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.
Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete.
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.
Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete
25 mm dia
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 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.
Size of Tile 600x600 mm
Marble stone flooring with 18 mm thick marble stone, as per sampleof marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with :
Makrana white second quality
Providing and laying Vitrified 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 brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).
Size of Tile 600x600 mm
Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.
Glazed Vitrified tiles Matt/Antiskid finish of size - Size of Tile 600 x 600 mm
Providing and fixing Ist 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 @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels.
Granite stone slab of colour black, Cherry/Ruby red - Area of slab over 0.50 sqm
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 colour of Black, Cherry / Ruby Red or equivalent
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
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.
Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab.
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting andproper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator,filling the joints with sand and cutting of paver blocks as per requiredsize and pattern, finishing and sweeping extra sand. complete all asper direction of Engineer-in-Charge.
80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
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
Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge :
With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
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.
Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :
In 75x75 mm deep chase
6 mm cement plaster of mix :
1:4 (1 cement : 3 coarse sand)
12 mm cement plaster :
1:4 (1 cement : 4 coarse sand)
15 mm cement plaster on rough side of single or half brick wall of mix:
1:6 (1 cement: 6 coarse sand)
Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
Providing & fixing chicken wire mesh (Reference IS: 3150- 1982) of 19 size of aperture at the junction of RCC members and brick work, of approved quality including fixing mesh in position by necessary nailling in concrete or/B.B. masonary and or tying by binding wire etc. complete
Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
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.
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
Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications
Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm
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
Providing and fixing Toughened glass 12 mm thickness in SS Rails including necessary jointing, complete as per the direction of Engineer-in-charge
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 , stainlesssteel bolts etc., of required size, on the top of the floor or the side ofwaist slab with suitable arrangement as per approval of Engineer-in?charge, (for payment purpose only weight of stainless steel membersshall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. andmaintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings,runners, connecting with the building etc, wherever required, if feasible,for inspection of work at required locations with essential safetyfeatures for the workmen etc., complete as per directions and approval of Engineer-in-charge
Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works.
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 andarrangements 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 strengthconforming 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
Extra for providing mechanical device chain and crank operation for operating rolling shutters
Exceeding 10.00 sqm and upto 16.80 sqm in the area
Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar instead of laths as per design approved by Engineer-in- charge, (area of grill to be measured).
Providing and laying at or near ground level factory made kerb stoneof 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).
Providing and fixing factory made single extruded WPC (WoodPolymer Composite) solid plain white color board for backingof cup boards and bathroom/kitchen cabinets etc. of requiredsize comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximumtoxicity index of 12 for 100 gms) having minimum density of650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2,modulus of elasticity 850 N/mm2 and resistance to spread offlame of Class A category with property of being termite/borerproof, water/moisture proof and fire retardant and fixing withstainless steel screws etc. all as per direction of Engineer In?Charge. (Note: stainless steel screws shall be paid separately
12 mm thick
Providing and fixing factory made single extruded WPC (WoodPolymer Composite) solid board one side white color and otherside of board laminted with PVC foil of minimum 14 micronthickness of approved design pasted with hot melt adhesive for cup boards, work stations and bathroom/kitchen cabinet etc. of required sizes comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers(wood powder/ rice husk/wheat husk) and non toxic additives(maximum toxicity index of 12 for 100 gms) having minimumdensity of 650 kg/cum and screw withdrawal strength of 1800N (Face) & 900 N (Edge), minimum compressive strength 50 N/ mm2, modulus of elasticity 850 N/mm2 and resistance to spreadof flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixingwith stainless steel piano hinges/soft close clip on concealedhinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction ofEngineer-In- Charge. (Note: stainless steel piano hinges/softclose clip on concealed hinges and necessary S.S screws shallbe paid separately)
18 mm thick
25 mm thick
Providing and fixing stainless steel fancy handle of approved make fixed with SS screws etc. complete as per direction of Engineer-in-charge.
Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges (hydraulic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per direction of Engineer-in-charge.
Providing and fixing stainless steel soft closing heavy type telescopic drawer channels of approved make 500 mm long with screws etc. complete as per directions of Engineer- in-charge.
Providing and fixing ready made 304 grade stainless steel Modular kitchen basket and accessories such as right angle basket (Plain Cup & Saucer, plant, Partition, Bottle rack, Thali, Cutlery) kitchen utensil basket, Dinner set basket, kitchen grain basket, Multipurpose basket as per site requirement including finishing(wherever required) and fittings. The same shall be fixed withnecessary stainless steel nuts & bolts, Stainless Steel screws &telescopic channel etc. as per direction of Engineer-in-charge.(For payment purpose only weight of Stainless steel basket shall be considered excluding weight of all fixing accessories such asnuts, bolts, fasteners telescopic basket channels etc.Payment of providing and fixing telescopic channel shall be paid separately)
Providing and fixing special quality chromium plated brass cupboard locks with six levers of approved quality including necessary screws etc. complete.
Size 50 mm
Size 65 mm
Providing and fixing chromium plated brass 50 mm cupboard or wardrobe knobs with nuts complete.
Providing and fixing magnetic catcher of approved quality in cupboard /ward robe shutters, including fixing with necessary screws etc. complete.
Triple strip vertical type
Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete :
20 mm dia
Providing and laying pressed clay tiles (as per approved pattern 20mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete.
Water Supply
Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:
White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
Providing and fixing white vitrious china Wall Hung WC (European Type) Jaguar make (OPS-WHT-15951UF) With UF Soft Close Seat Cover, Hinges, Accessories Set with seat and lid, 10 litre low level concealed flushig cistern, 40mm flush bend,overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design including painting of fitting and brackets, all required screws, plugs, kit etc. cutting and making good the walls and floors whenever required complete as per directions of Engineer-in-charge
Providing and fixing Vitreous China Under Counter Basin of Size: 605x430x200 mm with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required Fixing Accessories of approved make including necessary fittings, complete as per directions of Engineer-in-charge
Providing and fixing 450mm Long Braided Hose with Two 15mm Nuts & Rubber Washers of Jaguar make (ALD-CHR-805B) complete as per the direction of Engineer-in-charge
Providing and fixing C.P Brass Hand Shower (Health Faucet) Jaguar Make (ALD-CHR-573) with 8mm Dia, 1 Meter Long Flexible Tube & Wall Hook including fitting and jointing, complete as per directions of Engineer-in-charge
Providing and fixing C.P Brass Sink Mixer with Swinging Spout (Table Mounted Model) with 450mm Long Braided Hoses Jaguar Make (CON-CHR-309KNBM) including fitting and jointing, complete as per directions of Engineer-in-charge
Providing and fixing Single Towel Rail 600mm Long - Chrome Jaguar (ACN-CHR-1111SM) including fitting and jointing, complete as per directions of Engineer-in-charge
Providing and fixing Towel Ring Square with Round Flange - Chrome, Jaguar make (ACN-CHR-1121N) including fitting and jointing, complete as per directions of Engineer-in-charge
Providing and fixing fully electric urinal with sensor control flushing sytem and concealed of size 345x320x610 mm Jaguar make (URS-WHT-13257) with Sensor Flushing Valve for Urinal with Complete Kit (Battery Operated) as per directions of Engineer-in-charge
Providing and fixing Long Body Bib Cock with Wall Flange of Jaguar make (CON-CHR-107KN) complete as per directions of Engineer-in-charge
Providing and fixing wall hung basin (LYS-WHT-33801) with Full Pedestal For LYS-WHT-38801 of Jaquar make Wall Hung Basin with Fixing Accessories complete as per directions of Engineer-in-charge
Providing and fixing Toilet Roll Holder with Flap - Chrome Jaguar (ACN-CHR-1153S) fitting with Fixing Accessories complete as per directions of Engineer-in-charge
Providing and fixing Soap Dish Holder - Chrome, Jaguar make (ACN-CHR-1131N) including fitting and jointing, complete as per directions of Engineer-in-charge
Providing and fixing Bottle Trap - Chrome 32mm size of Jaguar make (ALD-CHR-769L300x190) complete as per the direction of Engineer-in-charge
Providing and fixing 2 Way Bib Cock of Jaguar make (CON-CHR-041KN) complete as per the direction of Engineer-in-charge
Providing and fixing Angular Stop Cock with Wall Flange of Jaguar make (CON-CHR-059KN) complete as per the direction of Engineer-in-charge
Providing and fixing Concealed Body for Single Lever Diverter 40mm Cartridge with Button Assembly, Cartridge Sleeve (Button On Top) of Jaguar make (ALD-CHR-065N), Overhead Shower 200X200mm Square Shape Single Flow (ABS Body Chrome Plated with Gray Face Plate) with Rubit Cleaning System of Jaguar make (OHS-CHR-35497), Shower Arm ø20mm & 300mm Long Round Shape with 90˚ Bend for Wall Mounted Showers with Stainless Steel Flange of Jaguar make (SHA-CHR-479L300S), Single Lever Exposed Parts Kit of Diverter Consisting of Operating Lever, Wall Flange (with Seals) & Button of Jaguar make (FLR-CHR-5065NK) & Bathtub Spout with Wall Flange, Stainless Steel of Jaguar make (SPJ-CHR-5429S) complete as per the direction of Engineer-in-charge
Providing and fixing SS Jali/Grating complete as per the direction of Engineer-in-charge
Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard boardground fixed to wooden cleats with C.P. brass screws and washerscomplete.
Providing and fixing 600x120x5 mm glass shelf with edges round off,supported on anodised aluminium angle frame with C.P. brassbrackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.
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
75 mm dia metre
Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conformingto IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.
Coupler 110 mm
Coupler 75 mm
Single tee with door 110x110x110 mm
Single tee with door 75x75x75 mm
Single tee without door 110x110x110 mm
Single tee without door 75x75x75 mm
Bend 87.5° ,110 mm
Bend 87.5°, 75mm
Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. :
For 100 mm dia pipe
For 75 mm dia pipe
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.
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.
25 mm nominal dia Pipes
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.
32 mm nominal dia Pipes
40 mm nominal dia Pipes
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
Semi rigid pipe 32 mm dia
Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet
150 mm diameter
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931
Providing and fixing PTMT stop cock of approved quality and colour.
20 mm nominal bore, 89 mm long, weighing not less than 88 gms
Providing and fixing uplasticised PVC connection pipe with brass unions :
45 cm length 15 mm nominal bore
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
32 mm nominal bore
40 mm nominal bore
Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge.
Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge.
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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.
Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball.
40 mm nominal bore, 206mm long, weighing not less than 690 gms
Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour.
25mm nominal bore, weighing not less than 62 gms
Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm,including painting of fittings and brackets, cutting and making good the walls wherever required
Kitchen sink with drain board 510x1040 mm bowl depth 250 mm
Kitchen sink without drain board 610x510 mm bowl depth 200 mm
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :
All kinds of soil Pipes, cables etc, exceeding 80mm dia but not exceeding 300 mm dia.
Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :
200 mm diameter
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :
200 mm diameter S.W. pipe
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
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 300 x300 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:
150 x 100 mm size P type - With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Providing and fixing 100 mm sand cast Iron grating for gully trap
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
All kinds of soil
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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
Suspended floors, roofs, landings, balconies and access platform
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. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
Cement mortar 1:6 (1 cement :6 coarse sand)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
12 mm cement plaster of mix :
1:4 (1 cement: 4 coarse sand)
Neat cement punning.
Supplying and fixing C.I. cover without frame for manholes :
500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg
Boring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested :
Up to 6 metres depth
Beyond 6 m and up to 12 m depth
Beyond 12 m and up to 18 m depth
Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.
100 mm clamp
Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).
100 mm dia
Providing & Installation of Submersible Pump of 1HP of approved make including the installation of Digital Control Panel with lowering proper levels 32mm PVC Pipe including electric cable for tube well including cleaning and priming the tube well. complete as per the direction of Engineer-in Charge
Providing & Laying of 2.5 mm sqm PVC insulated copper single core cable in surface for submersible pump motor
Providing and fixing Nahani Trap/Floor Trap including jointing complete as per the direction of Engineer-in-charge
Compound Wall
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
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
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. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum
All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
Lintels, beams, plinth beams, girders, bressumers and cantilevers
Columns, Pillars, Piers, Abutments, Posts and Struts
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
Cement mortar 1:6 (1 cement : 6 coarse sand)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more
12 mm cement plaster :
1:4 (1 cement : 4 coarse sand)
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
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.
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
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, including welding and bolted with special shaped washers etc. complete.
Hot finished welded type tubes
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
Rain Water Harvesting
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
All kinds of soil
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
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. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
Cement mortar 1:6 (1 cement : 6 coarse sand)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more
Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools,plants & machineries required for the job, all complete as per directionof Engineer-in-charge, upto 90 metre depth below ground level.
400 mm dia
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, asper direction of Engineer -in-charge.
200 mm nominal size dia
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads& lifts, all complete as per direction of Engineer-in-charge.
Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, inrequired thickness, for all leads & lifts, all complete as per directionof Engineer-in-charge.
Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer,for all leads & lifts, all complete as per direction of Engineer -in?charge
Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading& sizes as per actual requirement, all complete as per direction of Engineer-in-charge.
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Supplying and fixing C.I. cover without frame for manholes :
560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :
All kinds of soil - Pipes, cables etc, exceeding 80mm dia but not exceeding 300 mm dia.
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
Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conformingto IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.
Coupler
Single tee with door
Single tee without door
Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. :
For 100 mm dia pipe
Plastic encapsulated M.S. foot rest 30x20x15 cm
Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve,with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mmnominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominalsize) and inside plastering with cement mortar 1:3 (1 cement : 3coarse sand) 12 mm thick, finished with a floating coat of neat cementcomplete as per standard design
With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
V R AND CO
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