Urban Development Department Tender
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The JUIDCO has issued a formal invitation for competitive bids for the Urban Development Department project, for Construction Of New Nagar Parishad Office Building At Garhwa Under Garhwa Nagar Parishad in Garhwa, Jharkhand, with an estimated contract value of Rs. 11,73,74,780. The bid opening date for this tender is 23-05-2025 and the last date for bid submission is 13-06-2025. Interested bidders for Urban Development Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 11,73,750Document Cost
₹ 25,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_UDD_101297_1Tender No
JUIDCO/NIT/OB Garhwa/654Tender Authority
Urban Development Department ViewPurchaser Address
-Website
http://http://juidco.jharkhand.gov.in/
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Documents
BOQ Items
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Supplying chemical emulsion in sealed containers including delivery as specified.
Chlorpyriphos/ Lindane emulsifiable concentrate of 20%
1100
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Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :
Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete:
With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration
1100
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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 (1 cement : 2 Coarse sand) to match the existing floor:
With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
1110.65
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Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I.
3557.45
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Earth filling in foundation trenches and plinth in layer not exceeding 150mm thick will watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenched with a lead of 50mm and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume).
1602.015
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Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume).
152.36
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Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l.
1810.8
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Providing average 150mm thick dry rammed khoa beaten to112mm.(compacted with water) made of well burnt or jhama bricks including ramming properly till compacted thckness is achieved, curing and carriage of water with all leads,making proper slope and blending the top with cement morter (1:10) all complete as per building specification and direction of E/I
211.88
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Providing and laying Doublecharge 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 / ISO 13006 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 .
2132.38
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Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc.,
277.89
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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.
632.69
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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.
56.45
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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).
Light shade pigment using white cement
5.63
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Providing and laying 25mm thick kotah stone slab flooring of approved size texure and colour over 19mm thick base of lime mortar (1:1:1) (limeputty:surkhi:coarse sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing to granolithic finish with approved quality of carborandum stone including cost of curing, taxes and royalty all complete as per building specification and direction of E/I.
175.2
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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 to edges to give high gloss finish etc. complete at all levels
Granite stone slab colour black, Cherry/Ruby red
22.8
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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-inCharge.
Granite work
30.4
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Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete.
4
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Providing and laying in position specified grade of cement concrete excluding the cost of centering shuttering finishing and reinforcement - All works upto plinth level. 1:1.5:3 (1 cement: 1.5 coarse sand(zone III):3 graded stone concrete 20mm nominal size)
19.44
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Providing and laying in position cement concrete of specified grade excluding the cost of centering shuttering - All works upto plinth level.: 1:2:4 (1 cement: 2 coarse sand(zone III):4 graded stone concrete 20mm nominal size)
35.33
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Providing and laying cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : ,….. 1:2:4(1cement:2coarse sand (zone-III):4 graded stone aggregate 40 mm nominal size)
136.78
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Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) included attached buttresses, string or lacing courses ,….. 1:2:4 (1 cement: 2 coarse sand(zone III):4 graded stone concrete 40mm nominal size)
1.04
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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% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg /cum
350.59
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Providing and laying damp proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 grade stone aggregate 20 mm nominal size).
104.78
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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% 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 above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum
850.02
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
180.21
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size)
33.22
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Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
27.48
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Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
169.01
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Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
1454.821
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Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform
2980.82
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Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers
3130.74
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Centering and shuttering including strutting, propping etc. and removal of form for :- Columns, Pillars, Piers, Abutments, Posts and Struts
1638.37
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Providing designation 75 B brick work in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l.
13.46
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Providing designation 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9"x4.5"x3") in C.M. (1:8) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I.
3.87
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Providing designation 100 A brick work with fly ash lime brick ( flag) confirming to IS 12894-1990 (9"x4.5"x3") in C.M. ( 1:6) in super structure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints , cost of screening materials , raking out joints to 150 mm depth , curing , taxes and royalty all complete
614.238
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Providing Designation 100A 112 mm thick reinforced B/W with Fly Ash Lime Brick (FALB) conforming to IS 12894-1990 (9"x4.5"x3") in cement mortar (1:4) in Superstructure with clean coarse sand of F.M. 2 to 2.5 including the cost of screening, raking out joints to 15 mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l.
1330.85
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Providing 12mm cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/l.
43.74
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Providing 12 mm. cement plaster ( 1: 6) with clean coarse sand of F.M. 1.5 including screening , curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.
8330.67
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Providing 6mm thick cement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/l.
2278.39
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Providing and fixing angle iron frames for doors, windows and ventilators of mild steel angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge.
633.6
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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.
19.32.1 With common burnt clay F.P.S. (non modular) bricks of
class designation 7.5
2
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Providing 19mm thick water proof cement plaster (1:3) with clean coarse sand of F.M. 1.5 with 5% cico or any other approved water proofing compound including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.
2666.91
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Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete
8844.96
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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
4380.51
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Making 6X6mm grooves in plaster surface over walls truely horizontal or vertical as specified at regular intervals, at all heights including cleaning, finishing, scaffolding and curring with all leads and lift of water all complete as per building specification and direction of E/I.
1742
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providing two coats of dry distemper of approved shade and make over a primer coat of washing over new surface including preparing the plastered surface by rubbing smooth with pumice stone or fine sand paper ,applying putty wherever required, scaffolding washing of floor and taxes all complete as per building specification and direction E/I.
8844.96
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Providing two coats of synthetic enamel paint over a coat of primer of approved shade and make over new wooden surface after cleaning, removing dirt, scales, smokes, grease and sand papering, including cost of scaffolding and taxes all complete as per building specfication and direction of E/l.
72.68
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Providing two coats of painting with ready mix paint over a coat of primer of approved shade and make over new steel surface after cleaning, removing dirt, scales, smokes, grease and sand papering, including cost of scaffolding and taxes all complete as per building specfication and direction of E/l.
128.25
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Providing and fixing concertina coil fencing with punched tapeconcertina coil 600 mm dia 10 metre openable length ( total length90 m), having 50 nos rounds per 6 metre length, upto 3 m height ofwall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apartand with 9 horizontal R.B.T. reinforced barbed wire, stud tied with
G.I. staples and G.I. clips to retain horizontal, including necessarybolts or G.I. barbed wire tied to angle iron, all complete as per directionof Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring
core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mmwith tape (0.52 mm thick) and weight 43.478 gm/ metre (cost ofM.S. angle, C.C. blocks shall be paid separately)
340
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Water proofing for Old and New Roof Slab :- Providing and laying water proofing treatment on roof slab by applying two Component, factory designed, ready to use, acrylic modified flexible
2369.64
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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.
277.89
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providing Tor steel reinforcement of 8mm dia rods as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (only valid for SAIL & TATA STEEL)
38.903
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providing Tor steel reinforcement of 10mm,12mm,& 16mm. dia bars as per approved design and drawing inclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I.
10 MM
47.733240625
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12MM
18.873
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16 MM
46.003
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providing Tor steel reinforcement of 20mm,25mm,& 28mm. dia bars as per approved design and drawing inclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I.
20 MM
27.303
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25 MM
23.89
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Providing 50 mm thick cement concrete flooring (1:2:4) with 20 mm to 6mm size graded stone chips finished with floating coat of neat cement in panels including cost of curing, finishing the surface smooth by rubbing with carborandum stone, taxes and royalty with all complete as per building specification and direction of E/l
13.8
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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.TRUSS
1377.6
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Providing two coat of synthetic enamel paint of approved shade and make over steel surface including cleaning the surface throughly , scaffolding and taxes all after removing dirt including scales smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification and direction of E/I.
1397.4
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Designing, fabricating, testing, installing and fixing in position Curtain
Wall with Aluminium Composite Panel Cladding, with open grooves for
linear as well as curvilinear portions of the building , for all heights and
all levels etc. including:
(a) Structural analysis & design and preparation of shop drawings for
pressure equalisation or rain screen principle as required, proper
drainage of water to make it watertight including checking of all
the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium
composite panel 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.
(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot
Dip Galvanised with serrations and serrated washers to arrest
the wind load movement, fasteners, SS 316 Pins and anchor
bolts of approved make in SS 316, Nylon separators to prevent
bi-metallic contacts all complete required to perform as per
specification and drawing The item includes cost of all material &
labour component, the cost of all mock ups at site, cost of all
samples of the individual components for testing in an approved
laboratory, field tests on the assembled working curtain wall with
aluminium composite panel cladding, cleaning and protection of
the curtain wall with aluminium composite panel cladding till the
handing over of the building for occupation. Base frame work for
ACP cladding is payable under the relevant aluminium item.s
The Contractor shall provide curtain wall with aluminium composite
panel cladding, having all the performance characteristics all
complete , as per the Architectural drawings, as per item
description, as specified, as per the approved shop drawings and
as directed by the Engineer-in-Charge. However, for the purpose
of payment, only the actual area on the external face of the curtain
wall with Aluminum Composite Panel Cladding (including width of
groove) shall be measured in sqm. up to two decimal places.
15.75
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Providing and fixing factory made uPVC white colour casement/casement
cum fixed glazed windows comprising of uPVC multi-chambered frame,
sash and mullion (where ever required) extruded profiles duly reinforced
with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll
forming process of required length (shape & size according to uPVC
profile), uPVC extruded glazing beads of appropriate dimension, EPDM
gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white
powder coated) casement handles, G.I fasteners 100 x 8 mm size for
fixing frame to finished wall, plastic packers, plastic caps and necessary
stainless steel screws etc. Profile of frame & sash shall be mitred cut
and fusion welded at all corners, mullion (if required) shall be also fusion
welded including drilling of holes for fixing hardware's and drainage of
water etc. After fixing frame the gap between frame and adjacent finished
wall shall be filled with weather proof silicon sealant over backer rod of
required size and of approved quality, all complete as per approved
drawing & direction of Engineer-in-Charge. (Single / double glass panes
and silicon sealant shall be paid separately). Variation in profile dimension
in higher side shall be accepted but no extra payment on this account
shall be made.
158.64
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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
158.64
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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
1759.68
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Steel work welded in built up sections/ framed work, including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
3847.5
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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.).
531.36
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Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:
10.2
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Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned
and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block
15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate
20 mm nominal size)@ 12.29kg/sqm (Mumpty Room)
46.46
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Supplying, fitting and fixing good quality, well dressed and well seasoned sal wood work in chaukhat in doors, windows skylights, fanlights and C/W celetial windows openings, including wedge over all clamps complete including application of two coats of wood preservative of approved quality on the surface butting walls and lintels all completeas per building specification and direction of E/I.
6.23
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Supplying, fitting and fixing 35mm thick solid core type decorative single leaf flush door shutter with both sides decorative veneered with black board core bended with high quality phenol formal dehydes synthetic resine of standard make with Aluminium fittings such as hinges, towerbolts, handle, cleat and sand blocks and taxes all complete as per building specification and direction of E/I.
190.68
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Supplying, fitting and fixing 35mm thick solid core type decorative double leaf flush door shutter with both sides decorative veneered with black board core bended with high quality phenol formal dehydes synthetic resine of standard make with Aluminium fittings such as hinges, towerbolts, handle, cleat and sand blocks and taxes all complete as per building specification and direction of E/I.
64.26
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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 mm thick
501.48
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Providing and fixing bright finished brass 100 mm mortice latch andlock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete.
220
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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.
176
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Design, Manufacture and Installation of Skylight System of DPI daylighting/ Gallina or equivalent make, a complete assembly of extruded cellular structure UV protected polycarbonate panels incorporated into a complete system, co-extruded UV protected polycarbonate panel system of minimum 16mm thickness with panel width of 1050-1250 mm to ensure best performance for wind uplift, vibration, oil canning and visual appearance. Panels shall be manufactured with vertical standing seam with standing seam height of 10mm - 15mm at both sides of panel. Panels shall be of softlite / antiglare type prevent glare. Panels shall be fixed on purlins with continuous twin wall aluminium spacer and HD, polycarbonate U connectors, continuous twin wall aluminium spacer will be secured on MS structure with self drilling screws to ensure a pullout load of min 21000N (21KN) tested as per ISO 6892:1998 and IS 1608:2005. Polycarbonate panels also shall not have yellowness index as per ASTM D 1925 of 15 units when tested on sample exposed to UV for 500 hours as per ASTM G 155. The polycarbonate panels must satisfy dart drop impact test as per IS 14443-97 shall show no sign of breakage on plycarbonate sheets which have been exposed to UV for a min of 500 hours as per ASTM G 155.
62.8
-
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Providing & fixing false ceiling at all height including providing & fixing of framework made of special section, power pressed from M.S. sheets and galvanised with zinc coating of 120 gms/ sqm (both side inclusive) as per IS : 277 and consisting of angle cleat of size 25mm wide x 1.6mm thick with flanges of 27mm and 37mm, at 1200mm c/c, one flange fixed to the ceiling with dash fastener 12.5mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25 x10 x0.50mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I chanels 45 x15 x 0.90mm running at the spacing of 1200 mm c/c, to which the ceiling section 0.5mm thick bottom wedge of 80mm with tapered flanges of 26 mm each having lips of 10.5mm, at 450mm c/c, shall be fixed in a direction perpendicular to G.I intermediate channel with connecting clip made out of 2.64mm dia x 230mm long G.I wire at every junction, including fixing perimeter channels 0.50mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/ partitions with the help of Rawl plugs at 450mm centre, with 25mm long dry wall screws @ 230mm interval, including fixing of Calcium Silicate Board to ceiling section and perimeter channels with the help of dry wall screws of size 3.5 x25mm at 230mm c/c, including jointing & finishing to a flush finish of tapered and square edges of the board with recommended jointing compounds, jointing tapes,finishing with jointing compounds in three layers covering up to 150mm on both sides of joints and two coats of primer suitable for boards, all as per manufacture's specification and also including the cost of making opening for light fittings, grills, diffusers, cut outs made with frame of perimeter channels suitably fixed, all complete as per drawings, specificaton and direction of the Engineer in charge but excluding the cost of painting with:
12.59.1 8 mm thick Calcium Silicate Board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process.
1042.16
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Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all
heights and all levels, including: a) Structural analysis & design and preparation of shop drawings
for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)- cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: (b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing
system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. (c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass.
1389.26
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Exacavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 metres.
61.95
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Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment /dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.
371.7
-
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Excavation for roadway in ordinary rock by deploying a dozer, including cutting and transporting the earth to site of embankment /dumping area with lead upto 1000 metres, trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.
61.95
-
-
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Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m
123.9
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Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2.
12.15
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Loosening, leveling and compacting orinal ground supporting embankment to facilitate placement of first layer of embankment , scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for emabakment construction.
185.85
-
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Preparation and Surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with smooth wheeled roller,complete as per clause 310.
1239
-
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Granular sub base with coarse graded materils (Table:-400-2) (construction of granular sub-base by providing coarse graded materials ,spreading in uniform layers with mortor grader on preoared surface ,mixing ,by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density ,complete as per clause 401 ) (Grading 1 materials )
227.53
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Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
1671.32
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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including
making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
6.24
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Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.
247.8
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Providing, laying and spreading soil on a prepared sub grade, pulverising, mixing the spread soil in place with rotavator with 3 per cent slaked lime with minimum content of 70 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to achieve at least 98 per cent of the max dry density to form a layer of sub base.
123.9
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Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.
185.85
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Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
247.8
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Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M15 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409)
PCC M20 Cast In Situ
354
-
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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.
120 cm equilateral triangle
5
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90 cm equilateral triangle
2
-
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90 cm x 75 cm rectangular
2
-
-
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80 cm x 60 cm rectangular
2
-
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Direction and Place Identification Signs upto 0.9 sqm Size Board.(Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)
10
-
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Direction and Place Identification Signs with size more than 0.9 sqm size Board.(Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
10
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)
70.8
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Providing tensile sheet roofing structure including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), including the cost of purlins, rafters and trusses and foundation work including cutting to size and shape wherever required as per the directions of engineer in charge.
2533.3
-
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Supplying and stacking at site dump manure from approved source,including carriage upto 5 km complete (manure measured in stacks will bereduced by 8% for payment) :Screened through sieve of I.S. designation 4.75 mm
427.464
-
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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.
269
-
-
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Providing and displaying of Areca Palm having ht. 1.80 m to 2.10 m with 8 to 10 suckers, well developed, fresh and healthy with lush green foliage in 30 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.
100
-
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Providing and displaying of Dracaena Song of India (three in one), havinght. 30 cm and above, multibranched, well developed with fresh and healthy leaves in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.
50
-
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Providing and displaying of Philodendron Burgundy mounted on moss stick 90 cm ht., well developed with full of fresh & healthy leaves from bottom to top in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.
50
-
-
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Providing and Displaying Acalypha Different colour well developed, fresh & healthy with good foliage, multi branch 30 to 45 cm ht. in 20 cm size of Earthen Pot/ Plastic Pot bushy as per direction of the officer-in-charge.
50
-
-
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Providing and Displaying Bamboo Buddha valley with fresh & healthy 3 to 4 suckers having 75 to 90 cm ht. in 25 cm size Earthen Pot/ Plastic Pot as per direction of the officer-in-charge.
10
-
-
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Providing and Displaying Cycus cirsnallis well developed with fresh & healthy 35 to 40 lush green leaves in 40 cm Cement Pot as per direction of the officer-in-charge.
10
-
-
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Providing and Displaying Ficus nuda topiary well developed with fresh & healthy foliage 45 to 60cm spread 75 to 90 cm ht. bushy in 35 cm Cement Pot as per direction of the officer-in-charge.
40
-
-
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Providing and stacking of Bottle palm of ht. 150-180 cm bottom girth 20-25 cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge.
15
-
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Providing and stacking of Foxtail palm of ht. 180-210 cm bottom girth 25- 30 cm well developed in big size HDPE bags as per direction of the officer-in-charge.
100
-
-
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Providing and stacking of Michelia champa (Golden Champa) of height 90- 105 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge.
15
-
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Providing and stacking of Nauclea cadamba (Kadam) of height 150-165 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge.
5
-
-
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Providing and stacking of Polyalthia longifolia (Ashok) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-in-charge.
20
-
-
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Providing and stacking of Tecoma gaudichaudi of height 45-60 cm. in earthen pots of size 20 cm as per direction of the officer-in-charge.
10
-
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Providing and stacking of Thuja compacta of height 45-60 cm., well branched in earthen pots of size 25 cm as per direction of the officer-in-charge.
10
-
-
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Providing and stacking of Ipomoea purpurea (Morning glory) of height30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge.
10
-
-
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Providing and stacking of Jasmine grandiflorum (chameli) of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge.
25
-
-
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Providing and stacking of Petra volubilis of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge.
20
-
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Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge
18.72
-
-
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Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot / Plastic Pot.
90
-
-
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Providing and Displaying plants Standard Rose (H.T. variety) 3 to 4 healthy branch 90 cm and above ht. well developed with one and above flowers in 25 cm Earthen Pot, as per direction of the officer-in-charge.
10
-
-
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Rabbit Dustbin
10
-
-
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bench with backrest Wooden/ Treated Bamboo/ Bamboo composite planks Fitted in cast iron frame Painted/ Polished with protective laquer coat
10
-
-
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Clearing of grass and removal of rubbish upto a distance of 50 mtrs. Outside the periphery of the area by manual means
0.015
-
-
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Cost of drilling 200mm X 165mm X 125mm deep bore well in all kinds of soil and rock in rural area for installation of pump set withhydraulic DTH rig machine , all complete including supplying all materials , tools , drilling rig , air compresser and equipments, as well as fuel , lubricants and cost of transportation of rig machine and other vehical up to the site up to the site ( basic rates ) . (ADD 14.95% ON BASIC RATE FOR C.P.+O.H)
40
-
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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, as per direction of Engineer-in-charge.
40
-
-
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Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.
4
-
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Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:
200 mm Dia.
4
-
-
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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.
4
-
-
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Dewatering ( by using 10 HP diesel pump) considering 100 days of dewatering for 12 hours per day to remove the water from lake bed using 1 Pump
Diesel pump per hp per hour(10%c.p+10% o.h.)=16.3+1.63+1.63=19.56 For 10 Hp per hour=10*19.56=195.6
500
-
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Supplying and laying (properly as per design and drawing) rip-rap with good quality of boulders duly packed including the cost of materials , royalty all etc but excluding the cost of carriage all complete as per specification and direction of E/I.
20.92
-
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Providing random rubble stone masonry in C.M. (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 m^3 in volumn and clean coarse sand of F.M. 2 to 2.5 incluing cost of screening , raking out joints to 20 mm depth , curing taxes and royalty all complete as per building specification and direction of E/I .
215.75
-
-
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Cost of Drilind 200 mmx165mmx125 mtr.deep bore well in all kind of Soil and rock in rural area for instalation of pump set with Hydrolic DTH Rig machine all complete including all materials, tools,driling rig,air compressureand equipmentsas well as fule, lubricantsand cost of transportation of rig machine annd other vehical up to Site.
(a) From 0.00 M to 50.00 M below G.L.
50
-
-
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(b) From 51.0 M to125.00 M
75
-
-
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(c) From126.0 M to150.00 M
25
-
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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, as per direction of Engineer -in-charge.
200 mm nominal size dia
25
-
-
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Development of tube well in accordance with IS : 2800 (part I) andIS: 11189, to establish maximum rate of usable water yield withoutsand content (beyond permissible limit), with required capacity aircompressor, running the compressor for required time till well isfully developed, measuring yield of well by "V" notch method or anyother approved method, measuring static level & draw down etc. bystep draw down method, collecting water samples & getting testedin approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessoriesetc., all as per requirement and direction of Engineer-in-charge
2
-
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Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:
200 mm dia
2
-
-
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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.
200 mm clamp
2
-
-
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Supplying 100mm dis submersible pump sets confirming to 8034 and motor confirming to IS 9283 pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene/noryl impeller. Motor suitable for working on 415 + 10, 3HP, 50 Hz, AC supply with cable guard, thurst carbon/fiber bearing to withstand entire hydraulic thurst, water proof winding shall be provided. The pump set shall be suitable for diret coupling Pump shall have suitable outlet as per manufacturers design. Anti thurst stream lined non return valve shall be provided with pump, 3 meter submersible copper conductor cable in single/double run shall be provided with each pump.Submersible pump set 100mm dia (with Polypropylene/Noryl Impeller) up to 20 stages
5.0 HP
1
-
-
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Supply fitting and fixing of standered make starter pannel Board with arrangement of all necsssury protection including all taxes , all complete job as per direction of E/I. Starter 10.0 HP
1
-
-
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Supplying fitting and fixing 3 crore 4 sqmm Flat copper submersible cable FINOLEX / HEVELS make including all taxes ,royalty etc all complete job as per direction of E/I.
130
-
-
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Supply fitting and fixing lowering 40 mm dia G.L. collumn pipe - do - do - all complete job as per direction of E/I.
115
-
-
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Providing and fixing male ended 15 mm dia brass bib cock of approved quality ( wt not less than 350 gms ) with extra socket all complete as per specification and direction of E/l .
10
-
-
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Providing and fixing C.P. brass 2 way bib cock of Jaquar make or equivalent(FLP-5041PM) conforming to IS standards and weighing not less than 810 gms.
10
-
-
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Providing and fixing 15 mm dia male ended C.I .Body brass spindle valve and seat bib cock of approved quality (wt not less than 400 gms ) with extra socket all complete as per specification and direction of E/l .
8
-
-
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Providing and fixing 15 mm dia male ended C.I push cock (wt not less than 400 gms ) of approved quality with extra socket all complete as per specification and direction of E/l .
6
-
-
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Providing and fixing brass / C.I. Stop cock of approved quality all complete as per specification and direction of E/l .(A) BRASS STOP COCK(a) 15 mm dia
5
-
-
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(b) 20 mm dia
4
-
-
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Providing and fixing 15 mm dia and 45 cm. long P. V .C connection pipe with heavy quality brass coupling at both ends etc. all complete as per specification and direction of E/l .
70
-
-
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Providing and fixing 15mm size C.P brass pillar cock (Weight not less than 350 gms) C.I body brass spindle pillar cock of approved quality as per spcification and direction of E/l.(b) C.I. body brass spindle
33
-
-
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Providing and fixing Gun metal full way valve of approved qualtiy, all complete as per specification and direction of E/l.(a) 15 mm dia wt not less than 300 gms
2
-
-
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(a) 20mm dia wt not less than 400 gms
5
-
-
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(a) 25 mm dia wt not less than 500 gms
5
-
-
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(a) 32 mm dia wt not less than 700 gms
8
-
-
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(a) 40 mm dia wt not less than 1kg
4
-
-
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(a) 50 mm dia wt not less than 1.5 kg
5
-
-
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Cutting drain width wise above G.L for laying G.I pipes and restoring with brick in cement mortar (1:4) 12mm cement plaster in (1:4) with neat cement punning as per specification and direction of E/l
20
-
-
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Cutting chajja or cornice for laying G.I pipe and restoring the same with R.C.C (1:2:4) brick work in cement mortar (1:4) and cement plaster (1:4) as per specification and direction of E/l.
20
-
-
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Supplying tools and making connection of new G.I. distribution branch 15 mm to 50 mm dia with existing G.I main by providing and fixing G.I. tee including cutting of pipe at two places and threading their ends, providing long screw and G.I nipple all complete as per specification and direction of E/l.50 mm dia
1
-
-
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Supplying, fitting and fixing the following items complete with all materials as per specification and direction of E/l.(a) Glass shelf with C.P brass rail (1) 600 x 125 mm
16
-
-
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(2) 450x125mm
1
-
-
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(b) Mirrors of 6 mm thick plate glass bevelled edge mirror including C.P brass revolving fittings, 3 mm plywood board and C P hinges to fix with mirro(1)600x450 mm
33
-
-
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( c) C.P brass towel rail 20 mm x 600 mm with bracket container
4
-
-
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(2) C.P brass shop dish container medium quality with screw and hinges etc.
24
-
-
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(3) C.P brass liquid shop container
24
-
-
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Supplying materials and construction of brick masonry drain 150 mm width and 150mm depth with 250mm apron on both sides over 50mm thick P.C.C (1:3:6) over a brick flat soling, apron laying brick work in C.M (1:6). 12mm cement plaster (1:3) with punning on exposed surface all complete job as per specification and direction of E/l
30
-
-
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Supplying materials and construction of 600x600x900mm stop cock chamber of brick masonary with 125mm thick work of designation 75B in cement mortar (1:6) with 12mm thick cement palster in C.M. (1:6) on inside only.having 50mm thick R.C.C. cover having 12mm dia lifting rings, 2 nos. stop cock chamber will rest over 80mm thick P.C.C. (1:3:6) over one brick flat soling, including cost of earthwork, all complete job, as per approved design, specification and direction of E/I.
2
-
-
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Supplying, fitting and fixing 40 mm high viterous white glazed earthen ware E.W.C. with "p" trap of Parry Hindustan or any other I.S.S. make including supplying & fixing 15 litres C.I. mosquito proof low down flushing cistern of approved make with complete fittings with C.I. handle and R.S. or bracket with telescopic flush pipe with brass coupling and plumbers joints spindle stop cock of approved quality weight not less than 450 grms. , 15 mm P.V.C. alkathene pipe 45 cm long with brass coupling at both ends and white/ black plastic solid state seal and lead of commander/ cuckoo or other I.S.S. make with hinges or screw etc. painting pipe and cistern etc. with 2 coats of approved paint over a coat of red oxide primer etc. all complete as per specification and direction of E/l.(b)10 lit. low level P.V.C. cistern
24
-
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Providing and fixing kitchen sink including making all connection excluding cost of fitings. (white glazed fire clay sink of size 600x450x250 mm)
5
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Supplying fitting and fixing H.C.I, pipes with ear of approved make confirming to I.S.I. 1729 including supplying nails and bobins short pieces, cutting loose collars, lead and yarn for making lead chaulked joints, cutting pipes to size including earth work or scaffolding where neccessary etc. all complete as per specification and direction of E/l.(a) 100 mm dia
340
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(b) 75 mm dia
15
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(c) 50 mm dia
70
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Supplying and fixing H.C.I, fittings of approved make confirming to I.S.S. 1729 including supplying nails and bobins lead and yarn for making lead chaulked joints including earth work or providing scaffolding as the case may be all complete as per specification and direction of E/l.(A) H.C.I, single junction with door but without ear except socket(i) 100mmdia(Wt. 10.5 Kg. app.)
34
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(ii) 80 mm dia (Wt. 7 Kg. )
2
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(B) H.C.I. Heal Rest Bend(i) 100 mm dia (Wt. 5.5 Kg. app.)
17
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(ii) 80 mm dia (Wt. 4 Kg. app.)
1
-
-
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(iii) 50mm dia (Wt. 3.5 Kn. app.)
1
-
-
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(C) 100mm dia H.C.I."P" TRAP with Anti syphonage Horn (Wt. 8.5 Kg. app.)
2
-
-
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(D) H.C.I, double junction with door and ear(i) 100 mm dia (Wt. 15.5 Kg. app.)
2
-
-
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(ii) 80 mm dia (Wt. 15.5 Kg. app.)
2
-
-
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(iii) 50 mm dia (Wt. 6 Kg. app.)
2
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-
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(E) H.C.I, double inverted Jn.(100 mm x 50 mm x 50 mm size)
18
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(F) H.C.I, offset with ear(i) 100 mm dia (Wt. 6 Kg. app.)
4
-
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(ii) 80 mm dia (Wt. 4 Kg. app. )
1
-
-
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(iii) 50 mm dia (Wt. 3.26 Kg. app.)
1
-
-
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(G) H.C.I, bend with door and ear(i) 100 mm dia (Wt. 6.5 Kg. app.)
26
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(ii) 80 mm dia (Wt. 4.5 Kg. app.)
1
-
-
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(iii) 50 mm dia (Wt. 4 Kg. app.)
1
-
-
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(H) H.C.I plain bend with ear(i) 100mm dia (Wt. 5.5 Kg. app.)
65
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(ii) 80 mm dia (Wt. 3.75 Kg. app.)
1
-
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(iii) 50 mm dia (Wt. 3.25 Kg. app.)
14
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(I) Floor trap with gratinqs(i) 100 mm dia
37
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(J) Norton patent H.C.I, cowl(i) 100 mm dia (Wt. 3.25 Kg. app.)
8
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(ii) 80 mm dia (Wt. 2.25 Kg. app.)
1
-
-
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(iii) 50 mm dia (Wt. 1 Kg. app.)
5
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ID H.C.I. pass over(i) 100 mm dia
2
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(iii) 50 mm dia
1
-
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(M) H.C.I, sinqle inverted junction with ear(100 mm x50 mm)
2
-
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Making holes in wall for laying H.C.I, pipe and restoring the same after pipe laying as per specification and direction of E/l.(i) 125 mm dia
10
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(ii) 250 mm dia
38
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(iii) 375 mm dia
2
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(iv) 500 mm dia
2
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(v) R.C.C. chajja
6
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Supplying materials and labours for painting the exposed H.C.I, pipes and fittings with 2 coats of approved paint over a coat of red oxide primer etc. all complete as per specification and direction of E/l.(i) 50 mm dia
70
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(ii) 80 mm dia
15
-
-
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(iii) 100 mm dia
200
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-
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Providing and fixing on wall face unplasticised - Rigid PVC rain water pipes confirming to IS : 13592 Type A including jointing with seal ring confirming to IS : 5382 leaving 10mm gap for thermal expansion.110mm dia
200
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Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised - Rigid PVC rain water pipes confirming to IS : 13592 Type A including jointing with seal ring confirming to IS : 5382 leaving 10mm gap for thermal expansion.Coupler 110 mm dia
40
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Single Tee with door
10
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Bend 87.5 deg 110 mm
10
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110mm PVC Shoe
10
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Providing and fixing unplasticised- PVC pipe clip of approved desing to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwes with M.S. Screw 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.110mm dia
140
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Providing and fixing white vitreous china battery based infrared sensor operated urinal of appx.size 610x390x370mm having pre & post flushing with water (250ml & 500ml consumption) having water inlet from back side,including fixing to wall with suitable brackets all as per manufacturers specification & direction of Engineer-in charge.
16
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end):65 mm nominal bore
6
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80 mm nominal bore
4
-
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Providing and fixing gun metal non- return valve of approved quality (screwed end ).50 mm dia nominal bore-vertical
6
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65 mm dia nominal bore-vertical
4
-
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80 mm dia nominal bore-vertical
2
-
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Providing and fixing C.I sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately):100mm diameter.Class II
1
-
-
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Providing and fixing C.P. bass angle valve for basin mixer and geyser points of approved quality conforming to I.S:8931.15 mm nominal bore
75
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Constructing brick masonry road gully chamber 50 X 45 X 60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500 X 450 mm precast R.C.C. horizontal grating with frame complete as per standard design :With common burnt clay F.P.S (non modular) bricks of class designation 7.5.
10
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Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks in cement mortar 1:4 ( 1 cement :4 coarse sand) with pre-cast R.C.C. vertical grating complete as per standard design: With common burnt clay F.P.S.(non-modular) bricks of class designation 7.5.
12
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Constructing brick masonry road gully chamber 110x50x77.5 cm with bricks in cement mortar 1:4 ( 1 cement :4 coarse sand) including 500x450mm pre-cast R.C.C. horizontal grating with frame & vertical grating complete as per standard design:With common burnt clay F.P.S.(non-modular) bricks of class designation 7.5.
2
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-
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Supplying pig lead at site of work
1
-
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Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15cm diameter and weighting not less than 440 grams.
14
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Providing and placing on terrace (at all floor levels) storage tank ISI : 12701 marked indicating the BIS License No. 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 [Sintex, Electroplast, Star, Lotus or equivalent having valid ISI license].
10000
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Excavating trenches of required width for pipe, cables etc including excavation for sockets ,& dressing of sides ,ramming of bottoms ,depth upto 1.5m including getting out the excavated soil,& 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 lead of 50m.up to 1.50 m depth Pipes 80 mm to 300 mm diameter
330
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1.50 m to 3.00 m depth Pipes 80 mm to 300 mm diameter
50
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Providing and laying Non pressure NP 2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand) including testing of joints etc. complete.150 mm. dia. RCC Pipes
50
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250 mm. dia. RCC Pipes
30
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300 mm. dia. RCC Pipes
20
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Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) alround SW pipes including bed concrete as per standard design.150 mm. dia. RCC Pipes
50
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250 mm. dia. RCC Pipes
30
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Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) upto haunces of SW pipes including bed concrete as per standard design.300 mm. dia. RCC Pipes
20
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Construction brick masonry manhole in cement mortar 1:4 (1 cement : 4 coarse sand) RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand 4 graded stone aggregate 20mm 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 90 x 80 cm and 45 cm deep including CI cover with frame(medium duty) 500mm internal diameter, total weight of cover and frame to be not less than116 kg (weight of cover 58 kg and weight of frame 58 kg).-With FPS bricks of class designation 75.
1
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Inside size 120 X 90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg).With FPS bricks of class designation 75
2
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Extra for depth for manholes .Size 90x80cm with FPS bricks of class designation 75
2
-
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Size 120x90cm with FPS bricks of class designation 75
0.8
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Constructing brick masonry circular type manhole 0.91 M. internal dia at bottom and 0.56 M. dia at top in cement mortar 1:4 (1 cement: 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement :3 coarse sand: 6 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20mm nominal size ) finished with a floating coat of neat cement all complete as per standard design.0.91 M deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to IS : 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 gradded stone aggregate of 20 mm nominal size) including centering shuttering all complete. (Excavation, footrest and 12 mm thick cement plaster at the external surface shall be paid for separately) (with common burnt clay FPS (non modular) bricks of class designation 7.5
1
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Extra depth for circular type manhole 0.91 m internal dia at bottom with F.P.S. bricks beyond 0.91 m to 1.67 m.
1
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Constructing brick masonry circular manhole 1.22 M. internal dia at bottom and 0.56 M. dia at top with F.P.S. bricks in cement mortar 1:4 (1 cement: 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement :3 coarse sand: 6 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20mm nominal size ) finished with a floating coat of neat cement all complete as per standard design.1.68 M deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to IS : 12592, total weight of cover and frame to be not less than 182 kg.,fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 gradded stone aggregate of 20 mm nominal sige) including centering shuttering all complete. (Excavation, footrest and 12 mm thick cement plaster at the external surface shall be paid for separately)
1
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Providing M.S. foot rests including fixing in manholes with 20*20*10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) as per standard design : with 20 x 20 mm square bar
120
-
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Providing and fixing square mouth SW gully trap class SP-1 complete CI grating brick masonry chamber and water tight CI cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.7 kg. as per standard design.100x100mm size P type.With common burnt clay F.P.S (non modular) bricks of class designation 7.5.
1
-
-
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180x150mm size P type.With common burnt clay F.P.S (non modular) bricks of class designation 7.5.
7
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Providing and fixing wash basin with CI brackets,15mm brass pillar taps,32mm CP brass waste of standard pattern, including painting of fittings and brackets,cutting and making good the walls wherever required.White vitreous china wash basin size 630 mm x 450 mm with a single 15mm CP brass pillar tap.
33
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-
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Providing & fixing in position storage type hot water electrical geyser (vertical or horizontal-1.5 kw) including making connection in all respects.-Venus/Racold make.Cap-25 lts
3
-
-
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Supply installation testing and commissioning R.O.water purifier comprising 5 micron filter and UV steriliser on cold water supply to work on single phase 230 volts 50 HZ AC power supply with capacity 120 lph.-Kent/approved equal make.
5
-
-
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Providing & fixing Sink Mixer with Swinging Casted Spout (Wall Mounted Jaquar model CON-319 KNB/approved equal) with 450mm long copper pipes & brass nuts.
5
-
-
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Providing and fixing G.I. Inlet fitting of suitable size with 1 to 3 Nos. G.I. Sockets of 32 to 50 dia welded to G.I. pipe 100mm dia and dipped in hot bitumen complete in all respect.
35
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Providing & fixing 100m x 50mm G.I. waste with G.I. reducer including 102mm dia CP Glossy Grating Jayna model no. RRB 102),cutting chases in the floor / slab complete as required.
28
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Providing and fixing brass clean out plug with suitable inlet key for opening male threaded joint with pipe & socket complete as required.
20
-
-
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Providing , hoisting & fixing in position CI drain heavy duty cover of required size and thickness with lifting hooks etc. (perforated) as per drg. and as directed by Engineer-in-charge, complete in all respect.Size 450x450mm
30
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Constructing Oil & Grease Chamber size 2400x1000mm internal size of 1000mm depth in brick work of class 75 with cement mortar (1:5) Inside 12mm thick with cement mortar 1:3 with floating coat of neat cement and rough plaster on outside, RCC top slab with 500mm dia medium duty manhole cover with frame (weight of cover 58 kg. & weight of frame 58 kg.), 150mm thick foundation concrete (1 :4 : 8), necessary excavation, dewatering, refilling, watering, ramming and removing the surplus excavated material and making good the same complete as required.
1
-
-
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Providing, fixing, jointing and testing in position the Centrifugally Cast iron pipes for soil, waste and vent installation conforming to I.S. 3989 cut to required lengths. including all fittings like tees,bends,door bends,cleanout plugs,supports,structural steel supports,painting of pipes and all supports,lead joints, cutting & making good RCC/brick walls,core cutting wherever required & directed at site cutting chases/holes in floors /walls/ slab etc and making good the same complete.(a) 150 mm dia centrifugally cast (spun) iron S&S pipe
40
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Supplying, installation, testing and commissioning of
Electric driven Main Fire Pump suitable for automatic
operation and consisting of following, complete in all
respects, as required :
(a) Horizontal type, multistage, centrifugal, split casing
pump of cast iron body & bronze impeller with stainless
steel shaft, mechanical seal conforming to IS 1520.
(b) Suitable HP Squirrel cage induction motor, TEFC,
synchronous speed 1500 RPM, suitable for operation
on 415 volts, 3 phase 50 Hz, AC supply with IP 55
protection for enclosure, horizontal foot mounted type
with Class-'F' insulation, conforming to IS-325.
(c) M.S. fabricated Common base plate, coupling, coupling
guard, foundation bolts etc. as required.
(d) Suitable cement concrete foundation duly plastered
with anti vibration pads. 2280lpm at 70m head
1
-
-
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Supplying, installation, testing and commissioning of
diesel engine driven main fire pump suitable for
automatic operation and consisting of following,
complete in all respects, as required : (Diesel Driven
Pump)
Horizontal type, multistage, centrifugal pump of cast of
iron body and bronze impeller with stainless steel shaft,
mechanical seal conforming to IS 1520.Suitable HP, 1500 RPM water cooled with radiator,
diesel engine conforming to relevant IS standard
complete with auto starting mechanism, 12 /24 volts
electric starting equipment, diesel tank, exhaust pipe
extended upto 10 m outside pump house duly insulated
with 50 mm thick glass wool with 1.0 mm thick
aluminium sheet cladding, residential silencer,
instruments and protection as per standard
specification, stop solenoid for auto stop in the event of
fault with audio indications, painted with post office red
colour etc. as required.
M.S fabricated, common base plate, coupling, coupling
guard, foundation bolts etc. as required.
Suitable cement concrete foundation duly plastered
and with anti vibration pads. 2280lpm at 70m head
1
-
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Supplying, installation, testing and commissioning of
electric driven pressurisation pump suitable for
automatic operation and consisting of following,
complete in all respects, as required : (Jockey Pump)
Horizontal type, multistage, centrifugal pump of cast
iron body and bronze impeller with stainless steel shaft,
mechanical seal conforming to IS : 1520.
Suitable HP squirell cage induction motor TEFC type
suitable for operation on 415 volts, 3 phase 50 Hz
AC supply with IP 55 class of protection for enclosure,
horizontal foot mounted type with Class-'F' insulation,
conforming to IS : 325.
M.S.fabricated Common base plate, coupling, coupling
guard, foundation bolts etc. as required.
Suitable cement concrete foundation duly plastered
and with anti vibration pads. 180lpm at 70m head
1
-
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Supply, installation and testing of cylindrical type flanged pressure vessel tank, 450 mm dia, 2 m long and of 10 mm thick M.S., common for a set of hydrant and sprinkler fire pumps including flanged connection, suitable supporting legs etc. The air vessel tank shall be provided with air release valve, stop cock, safety valve, pressure gauge, 50 mm dia drain valve, suitable pressure switches to operate main pumps and jockey pumps, tested to min 25 KG/cm2 complete including painting with synthetic enamel paint of approved shade with all accessories as per direction of the Engineer-in-charge.
1
-
-
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Supply & erection of ISI marked portable fire extinguishers, wall mounted type, wall brackets complete in all respect as per standard item with all accessories, delivery hose & nozzle whereever required, including fixing on walls as per the directions of Engineer-in-charge. (MAKE : Minimax / Cease Fire / Safex / Padmini / Newage)Water CO2 gas nozzle type. 9 Lt.capacity (IS:15683)
30
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-
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Supply & fixing of 4 nos. G.I. round bottom fire buckets of 9.5 liters capacity filled with sand including proper supporting / mounting arrangements in MS angle iron frame, painted by fire red colour over two coats of red oxide paint and written with white paint "FIRE" complete in all respects as per the directions of Engineer-in-charge.
3
-
-
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Providing, laying, testing & commissioning of 'C' class
heavy duty MS pipe conforming to IS 3589/IS 1239
including Welding, fittings like elbows, tees, flanges,
tapers, nuts bolts, gaskets etc. and fixing the pipe on the
wall/ceiling with suitable clamp/support frame and
painting with two or more coats of synthetic enamel paint
of required shade complete as required :
25mm
140
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