Bridge Ropeway Tunnel And Other Infrastructure Development Corporation Of Uttarakhand Limited Tender
View complete overview of Uttarakhand BRIDCUL Tender
Bridge Ropeway Tunnel And Other Infrastructure Development Corporation Of Uttarakhand Limited - BRIDCUL Tender
Civil And Construction
Civil Works Others
Excavation
Eprocure
Opening Date20 Feb 2024
Closing Date4 Mar 2024
Tender Amount₹ 18,47,94,000
Costs
EMD
₹ 36,96,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_BRID3_69950_1Bid Award Id
ViewTender No
293/BRIDCUL/861/24 Dated 19.02.2024Tender Authority
Bridge Ropeway Tunnel And Other Infrastructure Development Corporation Of Uttarakhand Limited ViewPurchaser Address
-Website
http://uktenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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 20cm in depth,including consolidating each deposited layer by ramming,watering,etc. and disposing of surplus excavated soil as directed ,within a lead of 50m.
-
-
-
Pipes. cables exceeding 80mm dia but not exceeding 300mm dia.
600
-
-
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.
471.27
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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
1064.01
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-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
96.34
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-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
12.75
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-
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. All works upto plinth level
859.28
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-
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. All works above Plinth level upto Floor V level
2932.19
-
-
Extra for providing richer mixes at all floor levels.Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is @
340 kg/cum)
2932.19
-
-
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Mild steel and Medium Tensile steel bars.Thermo-Mechanically Treated bars.
516017.44
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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
394.21
-
-
Walls (any thickness) including attached pilasters, butteresses,
plinth and string courses etc.
2484.01
-
-
Suspended floors, roofs, landings, balconies and access platform
9406.92
-
-
Lintels, beams, plinth beams, girders, bressumers and cantilevers
6161.36
-
-
Columns, Pillars, Piers, Abutments, Posts and Struts
2436.26
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-
Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand)
11.36
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-
Brick work with F.P.S. bricks of class designation 75 in superstructure above and below plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement: 6 coarse sand)
484.53
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-
Half brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand)
2.9
-
-
Half brick masonry 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.Cement mortar 1:4 (1 cement :4 coarse sand)
217.98
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-
Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry (with F.P.S. bricks).
220.88
-
-
Providing and laying damp-proof course 50mm thick with cement
concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size).
10.12
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-
providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification
44
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-
Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.
10.12
-
-
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
367.7
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-
Providing and laying foam block/ AAC blocks filling in toilets, Sunken slabs, etc., in required thickness to level or in slope as directed laid, consolidated, etc., complete.
70.22
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-
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 Engineer-in-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 Engineer-in-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 Engineerin- 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 Engineerin- 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
183.84
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-
Providing and applying fibre reinforced elastomeric liquid water
proofing membrane with resilient acrylic polymers having Sun
Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge
1797.33
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-
Providing and applying integral crystalline slurry of hydrophilic in
nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline
slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry
shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall
carry guarantee for 10 years against any leakage.
-
-
-
For vertical surface two coats @ 0.70 kg per sqm
1154.17
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-
Providing and laying integral cement based treatment for water proofing on
horizontal surface at all depth below ground level for under ground structures
as directed by Engineer-in-Charge and consisting of : i) Ist layer of 22 mm
to 25 mm thick approved and specified rough stone slab over a 25 mm
thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with
water proofing compound conforming to IS:2645 in the recommended
proportion over the leveling course (leveling course to be paid separately).
Joints sealed and grouted with cement slurry mixed with water proofing
compound. ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3
coarse sand) mixed with water proofing compound in recommended
proportions. iii) Finishing top with stone aggregate of 10 mm to 12 mm
nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd
layer.Using rough kota stone.
22.03
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-
Providing and laying integral cement based treatment for water
proofing on the vertical surface by fixing specified stone slab 22 mm
to 25 mm thick with cement slurry mixed with water proofing
compound conforming to IS:2645 in recommended proportions with
a gap of 20 mm (minimum) between stone slabs and the receiving
surfaces and filling the gaps with neat cement slurry mixed with
water proofing compound and finishing the exterior of stone slab with
cement mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with
neat cement punning mixed with water proofing compound in
recommended proportion complete at all levels and as directed by
Engineer-in-charge :
50.88
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-
6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
47.9
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-
12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
2222.96
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-
15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand)
2165.02
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-
15 mm cement plaster on rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand)
2153.9
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-
15 mm cement plaster finished with a floating coat of neat cement of mix 1:4 ( 1 cement : 3 fine sand)
17.6
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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
-
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Light shade pigment using white cement
286.58
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-
Providing and laying flamed finish 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 : Flamed finish granite stone slab Jet Black, Cherry Red,
Elite Brown, Cat Eye or equivalent.
355.67
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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 Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
211.2
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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 of any colour and shade Area of slab over 0.50 sqm
14.4
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-
Providing edge moulding to 18 mm thick marble stone counters, Vanitiesetc., including machine polishing to edge to give high gloss finish etc.complete as per design approved by Engineer-in-Charge.
32
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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
8
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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.
291.25
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-
Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) Acid and alkali resistant tile
56.43
-
-
In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof
cement : 4 coarse sand) Acid and alkali resistant tile
148.49
-
-
Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick
58.46
-
-
Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete
6
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-
Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/
expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Cement concrete prepared with batch mixing machine
795.17
-
-
Extra for providing and mixing hardening compound of approved quality as per manufacturer’s specification in cement concrete
3975.84
-
-
Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of ail dirt, scales, oil, grease and other foreign material etc. and lining out
complete.
2299.04
-
-
Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as
per direction of Engineer-in-charge and accordance with applicable
specifications.
919.62
-
-
Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg
tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the
manufacturer complete and as per direction of Engineer-in-charge.
100
-
-
Providing and fixing post delineators made of ABS round body fitted with 2 nos 100 mm dia high reflective reflectors and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to
be installed as per direction of Engineer-in-charge.
50
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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)
17.44
-
-
Providing & Fixing Acrylic / Plastic Speed Breakers (in modular sizes) in colour scheme as per approval. The installation to be done with as per Manufacturer's specifications with Nails and Cement filling at bottom. The breaker should have a load carrying capacity of 30 Tonnes.
50
-
-
40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar.Red sand stone
112.87
-
-
Providing Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and
IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically
wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :Powder coated aluminium (minimum thickness of powder
coating 50 micron)
802.38
-
-
For shutters of doors, windows & ventilators including providing
and fixing hinges/ pivots and making provision for fixing of
fittings wherever required including the cost of EPDM rubber /
neoprene gasket required (Fittings shall be paid for separately) Powder coated aluminium (minimum thickness of powder
coating 50 micron)
488.05
-
-
Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete Powder coated minimum thickness 50 micron aluminium
234
-
-
Providing and fixing 12 mm thick prelaminated particle board flat
pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineerin-
charge.Pre-laminated particle board with decorative lamination
on both sides
39.88
-
-
Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete.Upto 5mm depth and 5 mm width
328.8
-
-
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 rollforming 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
-
-
-
Casement cum fixed panel window having both end single casement panel, middle fixed panels and at top completely
fixed ventilator with S.S friction hinges (350 x 19 x 1.9) made of (big series) frame 67 x 60 mm , sash 67 x 80 mm & mullion 67 x 80 mm all having wall thickness of 2.3 ± 0.2 mm
and single glazing bead/double glazing bead of appropriate dimension. (Area of window above 3.00 sqm upto 5.00 sqm).
71.54
-
-
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 8 mm thickness (weight not
less than 20 kg/ sqm)
134.19
-
-
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
45.03
-
-
Providing & fixing aluminium handles ISI marked anodised of 125 mm.
64
-
-
Twin rubber stopper complete.
32
-
-
Providing & fixing aluminium ISI marked anodised tower bolt of 250x10 mm.
64
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-
Providing & fixing aluminium ISI marked butt hinges anodised tcomplete of 125 X 63 X 4 mm size.
128
-
-
Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complet
8
-
-
Providing and fixing bright finished brass 100 mm mortice latch and lock, 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.
12
-
-
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.In gratings, frames, guard bar, ladder, railings, brackets, gates
and similar works
10127.95
-
-
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including
applying priming coat of approved steel primer.
1660.9
-
-
Structural steel work riveted, bolted or welded in built up sections,trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete:
1353.66
-
-
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.Electric resistance or induction butt welded tubes
12182.9
-
-
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe
shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 -
part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover
77.76
-
-
Providing and fixing ball bearing for rolling shutters.
32
-
-
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 micronsepoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping
screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
827.75
-
-
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete Ridges plain (500 - 600mm)
81.2
-
-
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete Gutter .(600 mm over all girth)
64.4
-
-
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat of enamel paint
2806.44
-
-
Providing and fixing mineral fibre false ceiling tiles at all heights of
size 595X595mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7)in true horizontal level suspended on interlocking T-Grid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized @120 gsm) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised@80gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main ‘T’. The system should rest on periphery walls /partitions with the help of GI perimeter wall angle of size24x24X3000 mm made
of 0.40 mm thick sheet, to be fixed to the wall with help of plastic
rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S.
screws. The exposed bottom portion of all T-sections used in false
ceiling support system shall be pre-painted with polyester baked
paint, for all heights. The work shall be carried out as per
specifications, drawings and as per directions of the engineer-incharge.With 20 mm thick beveled tegular mineral fibre false
ceiling tile (NRC 0.7)
47.81
-
-
Providing and fixing tiles cladding Size 250 x 100 x 15 mm for external walls with under layer of 12 mm thick plaster 1:3 and jointed with neat cement matched with pigment complte as per drawings, specifications and to the entire satisfaction of engineer-in-charge ( colour and shade as per approval ) Make Unistone or Eqivalent
717.97
-
-
Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mmnominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately).
211.4
-
-
Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20mm thickness and of approved pattern on steel frame work
complete (steel frame work to be paid separately).
30
-
-
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
48.4
-
-
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.
23060.24
-
-
Applying one coat of cement primer of approved brand and manufacture on wall surface
7501.96
-
-
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
7501.96
-
-
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including priming coat with cement primer
15558.28
-
-
Supplying and fixing in position signages as per approved design and make. As per quotation
1
-
-
Supplying and fixing of Wall Mounted Convex Mirror 40" Complete with labour etc.
12
-
-
Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid,10 litre low level white vitreous china flushing cistern & CP flush bend with fittings & CI brackets,40mm flush bend,overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required.
-
-
-
W.C. pan with ISI Marked white solid plastic seat and lid.
10
-
-
Providing and fixing wash basin with CI brackets,15mm C.P. brass pillar taps, 32mm CP brass waste of standard pattern, including painting of fittings & brackets,cutting and making good the walls wherever required.
-
-
-
White Vitreous china wash basin size 630x450 mm with a single 15mm CP brass pillar tap.
10
-
-
Providing and fixing mirror of superior glass (of approved quality) and of required shape & size with plastic moulded frame of approved make & shade with 6mm thick hard board backing.
-
-
-
Rectangular shape 453 X 357 mm
10
-
-
Providing and fixing PTMT 15mm urinal spreader size 95x69x100mm with 1/2 inch BSP thread and shapes,weighing not less than 60 gms.
4
-
-
Providing and fixing GI pipes complete with GI fittings & clamps including cutting and making good the walls etc. Internal Work - Exposed on Wall
-
-
-
15 mm nominal bore
50
-
-
20 mm nominal bore
150
-
-
25 mm nominal bore
100
-
-
32 mm nominal bore
100
-
-
40 mm nominal bore
100
-
-
Providing and fixing GI pipes complete with GI fittings including trenching & refilling. External work
-
-
-
15 mm nominal bore
100
-
-
20 mm nominal bore
300
-
-
25 mm nominal bore
200
-
-
32 mm nominal bore
200
-
-
40 mm nominal bore
200
-
-
Painting GI pipes & fittings with synthetic enamel white paint with two coats over a ready mixed priming coat both of approved quality for new work.
-
-
-
15 mm diameter pipe
50
-
-
20 mm diameter pipe
150
-
-
25 mm diameter pipe
100
-
-
32 mm diameter pipe
100
-
-
40 mm diameter pipe
100
-
-
Painting GI pipes & fittings with two coats of anti corrosive bitusmatic paint of approved quality.
-
-
-
15 mm diameter pipe
100
-
-
20 mm diameter pipe
300
-
-
25 mm diameter pipe
200
-
-
32 mm diameter pipe
200
-
-
40 mm diameter pipe
200
-
-
Providing & filling sand of grading zone V or coarser grade,allround the GI pipes in external work.
-
-
-
15 mm diameter pipe
100
-
-
20 mm diameter pipe
300
-
-
25 mm diameter pipe
200
-
-
32 mm diameter pipe
200
-
-
40 mm diameter pipe
200
-
-
Providing and fixing brass bib cock of approved quality.
-
-
-
15 mm nominal bore.
2
-
-
Providing and fixing C.P.brass long body bib cock of approved quality conforming to IS standard and Weighing not less than 690 gms.
-
-
-
15 mm nominal bore.
2
-
-
Providing and fixing C.P.brass extension nipple9size 15mmx50mm) of approved make and quality as per direction of Engineer-in -charge.
26
-
-
Providing and fixing C.P.brass bottle trap 32mm size bottle trap of approved quality & make as approved by Engineer-in-charge.
10
-
-
Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610x390x370mm having pre & post flushing with water(250ml & 500 ml consumption),having water inlet from back side,including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in -charge.
4
-
-
Cutting chases in brick mansonry walls for following diameter sand cast (spun) iron pipes and making good the same with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 12.5mm nominal size), incliding necessary plaster and pointing in cement mortal 1:4 (1 cement :4 coarse sand):
-
-
-
100mm dia
10
-
-
75mm dia
4
-
-
50mm dia
2
-
-
Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipes for soil, waste and vent, Type-B as per IS : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors), reducers, WC connectors, couplers, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382.
-
-
-
The Pipes will be supported with threaded G I rods & clamps on 50x50x5 mm slotted angle. The cost will include all support arrangements. The work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site.
-
-
-
75mm outer dia
10
-
-
110mm outer dia
80
-
-
160mm outer dia
20
-
-
Providing, fixing, jointing and testing in position ISI marked (IS:4985) UPVC pipes of min 6 Kg/ Sqcm rating with fitting for waste pipe from fixtures to floor trap including reduces, enlarger, socket, couplers, bends, tees etc including fixing at wall/ ceiling level supported by clamp & hangers etc. cutting holes in wall/ floors/ slabs and making good the same with cement concrete 1:2:4 complete as required.
-
-
-
40mm outer dia
30
-
-
50mm outer dia
20
-
-
63mm outer dia
10
-
-
Providing & fixing UPVC Floor trap of self cleansing design with CP Jali complete in all respects. (Make : Supreme / Finolex / Prince).
-
-
-
a) 110 mm inlet and 110 mm outlet.( with 127dia Glossy CP Grating Jayna model no.RRB 127)
12
-
-
b) 110 mm inlet and 75 mm outlet.(with 102 mm dia CP Glossy Grating Jayna model no. RRB 102)
2
-
-
Providing & fixing 110m x 50mm waste with PVC reducer including cutting chases in floor, cutting RCC slab complete as required.
10
-
-
Providing & fixing Health Faucet with 8mm dia, 1M long PVC tube and wall hook. Make: Jaquar; Cat No. ALD -593N/approved equal make.
10
-
-
Providing & fixing wall mounted 35 mm dia.,600mm long grab bar including cutting & making good the walls.Make: Jaquar; Cat No. AHS-1507/approved equal make.
2
-
-
Providing & fixing self closing pressmatic pillar cock for wash basin including cutting & making good the walls.Make: Jaquar; Cat No. PRS-031/approved equal make.
10
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes having thermal stability for hot & cold water supply including all (CPVC) plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of engineer in charge. Internal Work - Exposed on Wall
-
-
-
20 mm nominal outer dia pipes.
25
-
-
25 mm nominal outer dia pipes.
25
-
-
32 mm nominal outer dia pipes.
30
-
-
40 mm nominal outer dia pipes.
25
-
-
50 mm nominal outer dia pipes.
30
-
-
Providing and fixing Chlorinate 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 including jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the 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.
-
-
-
20 mm nominal outer dia pipes.
70
-
-
25 mm nominal outer dia pipes.
25
-
-
32 mm nominal outer dia pipes.
15
-
-
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 and testing of joints complete as per direction of engineer in charge. .External Work
-
-
-
62.50 mm nominal inner dia pipes.
15
-
-
Making connection of GI distribution branch with GI main of following sizes by providing and fixing tee,including cutting and threading the pipes etc, complete.
-
-
-
25 to 40mm nominal bore
4
-
-
Fixing water meter and stop cock in GI pipe line including cutting and threading the pipe and making long screws etc. Complete (cost of water meter and stop cock to be paid separately).
2
-
-
Providing and fixing gunmetal gate valve with CI wheel of approved quality(screwed end).
-
-
-
25 mm dia nominal bore
13
-
-
20 mm dia nominal bore
13
-
-
32 mm dia nominal bore
15
-
-
40 mm dia nominal bore
14
-
-
50 mm dia nominal bore
2
-
-
65 mm dia nominal bore
1
-
-
Providing and fixing brass stop cock of approved quality.
-
-
-
15 mm nominal bore
2
-
-
20 mm nominal bore
2
-
-
Providing and fixing P.V.C connection with brass union. 45cm length.
-
-
-
15mm nominal bore
22
-
-
Providing and fixing non return valve of approved quality(screwed end).
-
-
-
40 mm dia nominal bore-vertical
2
-
-
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
22
-
-
Providing and placing on terrace (at all floor levels) Polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement amd making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
2000
-
-
Providing & fixing on wall face unplasticised -Ragid PVC rain water pipes conforming to IS ; 13592 Tyape A included jointing with seal ring conforning to IS ; 5382 leaving 10 mm gap for thermal expansion.
-
-
-
a)110 mm diameter
350
-
-
Providing, fixing on wall face unplasticised - PVC moulded fittings /accessories for unplasticised - Rigid PVC rain water pipes conforming to IS ; 13592 Type A including jointing with seal ring conforming to IS ; 5382 leaving 10 mm gap for thermal expansion.
-
-
-
a)Coupler-110mm diameter
70
-
-
b)Bend-87.5deg-110mm diameter
25
-
-
c)Shoe-110mm shoe
25
-
-
Providing & fixing unplasticised - PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with .M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4(1cement : 4 coarse sand) and making good the wall etc. complete.
-
-
-
110mm dia
200
-
-
Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15cm diameter and weighting not less than 440 grams.
40
-
-
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 :
-
-
-
100mm diameter pipe
5
-
-
150 mm diameter pipe
10
-
-
200 mm diameter pipe
10
-
-
250 mm diameter pipe
10
-
-
Providing and laying light duty non-pressure NP2 class R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete:
-
-
-
150 mm dia. R.C.C. pipe
20
-
-
250 mm dia. R.C.C. pipe
80
-
-
Providing and fixing square mouth SW gully trap class SP-1 complete with 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 2.70 kg. as per standard design.
-
-
-
150x100mm size P type with common burnt clay F.P.S. (non modular) bricks of class designation 7.5.
1
-
-
180x150mm size P type with common burnt clay F.P.S. (non modular) bricks of class designation 7.5.
2
-
-
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) R.C.C. 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 aggregrate 40mm nominal size ) inside plastering 12 mm thick with cement mortar 1:3 (1 Cement : 3 coarse sand) finished with floating coat of neat cement & making channels in cement concrete 1:2:4 mix (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 90x80cm and 45cm deep including C.I. cover with frame (light duty) 455x610mm internal dimensions total weight of cover and frame to be not less than 38kg (weight of cover 23kg and weight of frame 15 kg)
-
-
-
Withcommon burnt clay FPS (non modular)bricks of class designation 7.5
1
-
-
Inside size 120x90cm and 90cm deep including C.I. cover with frame (medium duty) 500mm 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)
-
-
-
Withcommon burnt clay FPS (non modular)bricks of class designation 7.5.
2
-
-
Extra for depth for manholes Size 90x80 cm
-
-
-
Withcommon burnt clay FPS (non modular)bricks of class designation 7.5
1
-
-
Size 120x90cm
-
-
-
With common burnt clay FPS (non modular)bricks of class designation 7.5
1
-
-
Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263mm and width as 165mm with minimum 112 mm space between protruded legs having 2mm thread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138mm as per standard drawing and suitable to with stand the bend test and chemical resistant test as per specification and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manhole with 30x20x15 cm cement concrete block 1:3:6 (1cement : 3coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
95
-
-
Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 ( 1 cement :4 coarse sand) including 500x450mm precast R.C.C. horizontal grating with frame complete as per standard design:
-
-
-
With common burnt clay F.P.S. bricks(non modular) of class designation 7.5
4
-
-
Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks in cement mortar 1:4 ( 1 cement :4 coarse sand) with precast R.C.C. vertical grating complete as per standard design:
-
-
-
With common burnt clay F.P.S. bricks(non modular) of class designation 7.5
10
-
-
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
1
-
-
Boring/drilling bore well of required dia for casing / strainer pipe, by suitable method prescribed in IS:2800 (part-1) 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 direction of engineer-in-charge, upto 90 metre depth below ground level.
-
-
-
350mm dia
40
-
-
Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS : 12818, including hire & labour charges, fittings & accessories etc, all complete, for all depths, as per direction of engineer-in-charge.
-
-
-
200mm nominal dia
40
-
-
Supplying & filling, sepreading & leveling stone boulders of size range 5cm to 20cm, in the recharge pit, in the required thickness, for all leads & lifts, all complete, for all depths, as per direction of engineer-in-charge.
10
-
-
Supplying & filling, sepreading & leveling gravels of size range 5mm to 10mm, in the recharge pit, over the existing layer of boulders, in the required thickness, for all leads & lifts, all complete, as per direction of engineer-in-charge.
10
-
-
Supplying & filling, sepreading & leveling coarse sand of size range 1.5mm to 20mm, in the recharge pit, in the required thickness over gravel layer, for all leads & lifts, all complete, as per direction of engineer-in-charge.
10
-
-
Providing and fixing Bail plug / Bottom plub of required dia to the bottom of pipe assembly of tubewell as per IS : 2800 (part -1)
-
-
-
200mm dia
4
-
-
Providing and fixing in position pre-cast RCC manhole cover and frame of required shape & approved quality
-
-
-
Circular shape 560 mm internal diameter-EHD-35
18
-
-
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.
145.6
-
-
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. )
22.5
-
-
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.
24.09
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
11.1
-
-
Providing and laying in position machine batched and machine mixed design
mix M-25 grade cement concrete for reinforced cement concrete work,
using cement content as per approved design mix, including pumping of
concrete to site of laying but excluding the cost of centering, shuttering,
finishing and reinforcement, including admixtures in recommended
proportions as per IS: 9103 to accelerate, retard setting of concrete, improve
workability without impairing strength and durability as per direction of
Engineer-in-charge-All works upto plinth level
58.8
-
-
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Mild steel and Medium Tensile steel bars.Thermo-Mechanically Treated bars.
4615.8
-
-
Providing and fixing unplasticised -PVC pipe clips of approved design
to unplasticised - PVC rain water pipes by means of 50x50x50 mm
hard wood plugs, screwed with M.S. screws of required length,
including cutting brick work and fixing in cement mortar 1:4 (1 cement
: 4 coarse sand) and making good the wall etc. complete. 110 mm
35
-
-
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.
45
-
-
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).
2.25
-
-
Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitablearrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fastenersat both ends. The work shall be executed as per drawing/directionof Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals duringconstruction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another
location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge
75
-
-
Erection of metallic pole of following length in cement concrete
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40
mm nominal size) foundation including excavation and refilling etc. as required. Above 10.00 metre and upto 12.00 metre
3
-
-
Supplying and fixing of Cast iron Bench as per Design approved by Engineer-in-Charge The Bench shall be consisting of two no. Cast iron side support with arms and 5 nos. MS pipes of sie 50x25x3mm at seat & Back. The bench shall be duly painted with Powder coated Paint . The Minimum weight of the cast iron side support shall be 30 kg each.
10
-
-
Providing and fixing of Dust bins of 80ltr Capacity in Red, Green & Blue color duly fixed on Powder coated M.S. frame. The Design of the Dust Bins Shall as per Reference Image enlclosed or Equivalent as Approved by Engineer-in- Incharge
25
-
-
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