Dehradun Smart City Limited Tender
View complete overview of Uttarakhand Dehradun Smart City Limited Tender
Dehradun Smart City Limited Tender
Civil And Construction
Eprocure
Opening Date29 Jul 2019
Closing Date4 Sep 2019
Tender Amount₹ 20,87,00,000
Costs
EMD
₹ 41,70,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_DSCL_19308_1Bid Award Id
ViewTender No
01/DSCL/19-20/NCB/ PGTender Authority
Dehradun Smart City Limited ViewPurchaser Address
-Website
http://http://smartcitydehradun.uk.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Dismantling Stone Masonry,Rubble stone masonry in cement mortar.
90
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Dry brick pitching or brick soling
276.75
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Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) bituminous course,by Mechanical Means
272.5
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Dismantling Kerb Stone (Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre)
658
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Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
120
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Removal of Telephone / Electric Poles and Lines (Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately)
140
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Portable Barricade in Construction Zone
(Installation of a steel portable barricade with horizontal rail 300 mm wide, 2.5 m in length fitted on a 'A' frame made with 45 x 45 x 5 mm angle iron section, 1.5 m in height, horizontal rail painted (2 coats) with yellow and white stripes, 150 mm in width at an angle of 450, 'A' frame painted with 2 coats of yellow paint, complete as per IRC:SP:55-2001 )
200
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Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil
100
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Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
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All kinds of soil
624
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excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre).
38
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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.
14060.25
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Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.
4153
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Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)
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Girth from 300 mm to 600 mm
5
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Girth from 600 mm to 900 mm
4
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Girth from 900 mm to 1800 mm
3
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Supply, Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .
2653.45
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Construction of cement concrete kerb ( Using Concrete Batching and Mixing Plant) with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408
4420.8
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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).
414.45
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
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PCC Grade M15
517.55
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PCC Grade M20
1180.57
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Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, walls etc. for mass concrete
19513
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Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered):
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0.0 - 1.5 M
10
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1.5 - 3.0 M
367
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3.0 - 4.50 M
20
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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.
Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum)
1823
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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.
Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-40 is @ 360 kg/cum)
597
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
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RCC Grade M25 Height upto 5m using concrete mixer
93.59
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
-
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RCC Grade M25
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Using concrete mixer for T-beam & slab Height upto 5m
105.97
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500 D or more.
228.37
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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.).
865.47
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Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete
80.38
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Providing of all materials, Cating from site store to site of work, Laying & Jointing of G.I. Screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete. G.I. Pipe Conforming to IS:1239 (Part-1)
-
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Heavy Duty (Class 'C') 100 mm dia.
24
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Brick masonry work in 1:3 in sub-structure complete excluding pointing and
plastering, as per drawing and technical specifications
573
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Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical
specifications
602.5
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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.
2661.31
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Providing and laying 60 mm thick factory made cement concetre interlocking grass paver block of M-30 grade made by block making machine with strong vibratory compaction of approved size, design and shape, laid in required colour and pattern over and includong 50 mm thick compacted Bed of course sand, filling the joints as per direction of engineer-in-charge.
7999.26
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Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 60mm thick Cement concrete paver block of M-35 grade with approved colour, design & pattern.
13451.69
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Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge
2736.51
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Providing and fixing of 12 mm thick SBR rubber tiles of approved make and colour as per Engineer-in- charge
3078
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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 water thinnable priming coat with cement primer
200
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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
150
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Finishing walls with Acrylic Smooth exterior paint of required shade ,New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
200
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Consolidation of 30 to 40mm guage kankar by hand rammer, sorting kankar into three sizes repairing patches in existing road surface with kankar, picking up old surface, spreading kankar, making medis to retain water & ramming with carriage of matel & water and maintenance of barriers, caution posts, lights etc. (excluding supply of kankar).
2577.38
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Cleaning of the existing painted surface & laying premix 20mm thick over a tack coat with graded grit & bitumen (labour only).
34365.06
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Cleaning the premix surface & laying seal coat with 6mm graded grit & bitumen including heating of paint (labour only).
34365.06
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Proving of all materials, carting from site store to site of work, lowering into trenches with true to alignment, Laying & Jointing of full length S&S Centrifugally Cast (Spun) Ductile Iron Pipes including supply of 'EPDM' rubber gaskets & specials conforming to IS:5382-1985 with testing of pipe line complete.D.I. pipe conforiming to IS:8329/2000
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D.I. Pipe S&S K-7,100 mm dia pipe
565
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Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS: 9523-2001,Upto 600 mm dia
106.84
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Providing and making flanged joints to double flanged C.I./ D.I. pipes and specials such as tees, bends, tapers, caps etc. at all level/ depths within trenches complete including all material i.e. rubber insertions, bolts & nuts etc, labour, testing of joint, commissioning along with pipe line as per Technical Specifications and as per direction of Engineer,100 mm dia pipe
15
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Excavation in soil mixed with single boulder etc. Requireing the use of specials T & P, if any,for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches
454.83
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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
59.33
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Supplying and fixing of followng sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber.
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Fire Hydrant Valve IS 5290 (Flanged),80 mm diameter
5
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Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. For different types of valves.
5
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Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
200
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Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment).
2812.05
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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 be reduced by 8% for payment) : Screened through sieve of I.S. designation 20 mm
851.09
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Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately).
3663.14
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Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge
3663.14
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Providing Circular Cement Concrete pots of specified size, cast with cement concrete of nominal mix 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 6 mm nominal size), reinforced with 7 Nos ( 3 nos horizontal & 4 nos vertical “ U “ shape) M.S. wires of 3.5 mm dia as per design, including required form work, finishing with cement punning on exposed surface, curing for specified period and stacking in required rows & height, all complete as per direction of Officer-in-charge.
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Top inside dia 35 cm, outer bottom dia 25 cm, total height 35 cm with wall thickness of 25.4 mm
250
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Filling of the following size empty pots with mixture of good earth & manure in the ratio of 2:1 (Two part of Good earth & one port of manure) and placing them on approprite place i/c carriage of earth, manure and pots up to 50 mtr, as per direction of officer incharge. (The cost of good earth, earthen pots & manure will be paid seperately.)
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Size of Empty Pots 35cm Top dia, 25cm Bottom Dia & 35cm Perpendicular height
250
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Supplying & Stacking of Selection No.1 Doob Grass at site fresh & free from weeds having proper roots in green including loading, unloading, carriage and all taxes paid etc.and as per direction of officer in charge.
7931.94
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Grassing with selection No. 1 grass including watering and maintenance of the lawn for 60 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and earth shall be paid for separately).
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In rows 5 cm apart in both directions
7931.94
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Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials eclared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately)
696.96
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Fine Dressing of the ground
56241
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Half Brick Circular Tree Guard, in 2nd class Brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below ground (Half brick circular tree guard, in 2nd class brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below ground, bottom two courses laid dry, and top three courses in cement mortar 1:6 ( 1 cement 6 sand) and the intermediate courses being in dry honey comb masonry, as per design complete)
60
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Tree Guard with MS Iron (Providing and fixing MS iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 Nos (25 x 6 mm) and 8 Nos (25 x 3 mm) vertical MS riveted to 3 Nos (25 x 6 mm) iron rings in two halves, bolted together with 8 mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming, complete in all respects.)
80
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Providing & laying Selection no. 1 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
16854.91
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Anti termite treatment of lawn area through premise 30.50% I P. one liter premise diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area.(two application) i/c cost of chemical)and as per direction of officer-in-charge.and as per direction of officer-in-charge
16561.43
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Providing and Displaying Budded Rose (H.T. variety) 3 to 4 healthy branch 30 cm and above ht. well developed with one and above flower plant in 20 cm Earthen Pot, as per direction of the officer-in-charge.
61
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Providing and Displaying Creeper Rose variety 3 to 4 healthy branch 60 cm and above ht. well developed with one and above flowers in 25 cm Earthen Pot, as per direction of the officer-in-charge.
15
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Providing and Displaying 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
15
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Providing and Displaying Adenium Obesum well developed with fresh & healthy 4 to 5 branch 60 to 75 cm ht. in 40 cm size Earthen Pot/ Plastic Pot as per direction of the officer-in-charge
20
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Providing and Displaying Bird of paradise well developed with fresh & healthy 90 to 120 cm ht in 30 cm Earthen Pot/ Plastic Pot as per direction of the officer-in-charge
40
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Providing and Displaying Bougainvillea named variety, Sobhra, Thima, Marry palmar, Cherry Blossom etc. well developed with fresh & healthy bushy in full bloom 75 to 90 cm ht. in 40 cm Cement Pot as per direction of the officer-in-charge.
30
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Providing and Displaying Ficus reginold Topiary well developed with fresh & healthy 6 to 7 big ball specific size 210 to 240 cm ht in 45 cm Cement Pot as per direction of the officer-in-charge.
5
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Providing and Displaying Topiary of Ficus Bush King well developed with fresh & healthy foliage from Top to Bottom with single piller 60 to 75 cm spread, 210 to 225 cm ht., in 35 cm Cement Tray/Cement Pot as per direction of the officer-in-charge.
5
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Providing and stacking of Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.
480
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Providing and stacking of Syngonium variegated,of height 20-30 cm. with 2-3 suckers healthy foliage in Earthen Pot/Plastic Pot of size 15 cm. as per direction of the officer-in-charge
30
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Providing and stacking of Wedelia trilobata,full of leaves in 15 cm size of Poly bags & as per direction of the officer-in-charge.
30
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Providing and stacking of Azadirachta indica ( Neem ) of height 120-130cm in big polybag of size 25 cm as per direction of the officer-in-charge.
10
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Providing and stacking of Bauhinia blakeana (Kachnar) of height 120-150 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge
20
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Providing and stacking of Butea frondosa (Flame of Forest) of height 60-75 cm. 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 Cassia fistula (Amaltash) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.
40
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Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.v Each 60.00 7.25 Providing and stacking of Erythrina indica of height 150-165 cm. in big
40
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Providing and stacking of Plumeria acutifolia of height 120-135 cm. with 2- 3 branches in HDPE bag of size 30 cm as per direction of the officer-in-charge.
27
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Providing and stacking of Plumeria alba of height 120-135 cm. with 2-3 branches in bags of size 30 cm as per direction of the officer-in-charge
30
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Providing and stacking of Plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge.
30
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Providing and stacking of Polyalthia longifolia (Ashok) of height 150-165
cm. in earthen pots of size 25 cm as per direction of the officer-in-charge
30
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Providing and stacking of Chandni dwarf of height 15-20 cm., well branched in earthen pots of size 20 cm as per direction of the officer-in-charge. s per direction of the officer-in-charge.
470
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Providing and stacking of Gardenia jasminoides of height 45-60 cm. with 3- 4 branches in earthen pots of size 20 cm as per direction of the officer-in-charge.
30
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Providing and stacking of Murraya exotica of height 45-60 cm. in poly bags of size 15 cm as per direction of the officer-in-charge.
470
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Providing and stacking of Plumbego capensis well developed with fresh and healthy 30 to 45 cm ht., with bloom in 20 cm Earthen Pot/Plastic Pot as per direction of the officer-in-charge
30
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Providing and stacking of Tabernaemontana divaricata (Chandni double) of height 75-90 cm. with 4-5 branches in bag of size 25 cm as per direction of the officer-in-charge
20
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Providing and stacking of Tecoma stans of height 60-75 cm. branched in earthen pots of size 20 cm as per direction of the officer-in-charge.
20
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Providing and stacking of Allamanda cathartica 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 and stacking of Allamanda violacea of height 30 cm to 45 cm. in poly bag of size 20 cm as per direction of the officer-in-charge
20
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Providing and stacking of Bignonia venusta (Golden shower) of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge.
35
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Providing and stacking of Bougainvillea (Variety Butiana, Lady Mary Baring, Mahara,Mohan,Scarlet Queen, Variegated, Glabra Formosa, Peruviana Odissi, Paratha, Subhra,Thimma, Spectabilis L.N Birla, Refulgens) of height 30 cm. to 45 cm. with 2-3 branches in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge
500
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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
30
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GARDEN KIOSK Providing , designing , detailed engineering, supplying, Fabrication and Installation of suitable MS structure using MS pipe, base plate and necessary hardware as applicable duly painted with necessary primer & PU paint as approved shade. Design, Supply Fabrication and installation of tensile membrane fabric - 502Satin , 570 gsm , PVDF Varnish,,with tensile strength 200/200 daN/ 5 cm as per EN ISO 1421, tear strength 20/20 daN as per DIN 53.363 as per manufacturer's specification and 10 year manufacturer warranty or equivalent. Flame Retardancy B-s2, d0/EN 13501-1,M2/NFP 92-507B1/DIN 4102-1,Including cutting, welding and cables, plates and necessary hardware for fixing the fabric as per approved shape. Membrane shall be cut and manufactured with high frequency PVC welding machine, cost of all materials complete as per directions.Quality in conformity with ISO9001,Enviornmental communication in conformity with ISO14021
243
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CAR PARKING STRUCTURE Providing , designing , detailed engineering, supplying, Fabrication and Installation of suitable MS structure using MS pipe, base plate and necessary hardware as applicable duly painted with necessary primer & PU paint as approved shade. Design, Supply Fabrication and installation of tensile membrane fabric type II - 902S2 , 950 gsm , both side PVDF coat,Total Thickness-0.72mm,Acoustic Performance-Weaking Index-13dBA-ISO717-1,Light Transmission-5% UV Transmission 0%,with tensile strength 420/ 400 daN/ 5cm, tear strength 55/ 50 daN as per manufacturer's specification and 15 year manufacturer warranty or equivalent. Flame Retardancy M2/NFP92-507,Including cutting, welding and cables, plates and necessary hardware for fixing the fabric as per approved shape. Membrane shall be cut and manufactured with high frequency PVC welding machine, cost of all materials complete as per directions. Quality in conformity with ISO9001,Enviornmental communication in conformity with ISO14021
1994.45
-
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ENTRANCE CANOPY STRUCTURE Providing , designing , detailed engineering, supplying, Fabrication and Installation of suitable MS structure using MS pipe, base plate and necessary hardware as applicable duly painted with necessary primer & PU paint as approved shade. Design, Supply Fabrication and installation of tensile membrane fabric type II - 902S2 , 950 gsm , both side PVDF coat,Total Thickness-0.72mm,Acoustic Performance-Weaking Index-13dBA-ISO717-1,Light Transmission-5% UV Transmission 0%,with tensile strength 420/ 400 daN/ 5cm, tear strength 55/ 50 daN as per manufacturer's specification and 15 year manufacturer warranty or equivalent. Flame Retardancy M2/NFP92-507,Including cutting, welding and cables, plates and necessary hardware for fixing the fabric as per approved shape. Membrane shall be cut and manufactured with high frequency PVC welding machine, cost of all materials complete as per directions.Quality in conformity with ISO9001,Enviornmental communication in conformity with ISO14021
120
-
-
... More
Proving of all materials, carting from site store to site of work, lowering into trenches with true to alignment, Laying & Jointing of full length S&S Centrifugally Cast (Spun) Ductile Iron Pipes including supply of 'EPDM' rubber gaskets & specials conforming to IS:5382-1985 with testing of pipe line complete.D.I. pipe conforiming to IS:8329/2000
-
-
-
... More
D.I. Pipe S&S K-7
-
-
-
... More
100 mm dia pipe
672
-
-
... More
200 mm dia pipe
420
-
-
... More
250 mm dia pipe
485
-
-
... More
300 mm dia pipe
46
-
-
... More
Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS: 9523-2001
-
-
-
... More
Upto 600 mm dia
56.56
-
-
... More
Providing push-on-joints to Centifugally (spun) cast iron pipes or Dectile Iron Pipes including testing of joints and including the cost of rubber gastet: 10% additional joints for specials and fittings
-
-
-
... More
100 mm dia
7
-
-
... More
200 mm dia
9
-
-
... More
250 mm dia
11
-
-
... More
300 mm dia
1
-
-
... More
Disinfecting C.I /D.I water mains by flushing with water containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the approved laboratory.
-
-
-
... More
100 mm dia
672
-
-
... More
200 mm dia
420
-
-
... More
250 mm dia
485
-
-
... More
300 mm dia
46
-
-
... More
Providing and making flanged joints to double flanged C.I./ D.I. pipes and specials such as tees, bends, tapers, caps etc. at all level/ depths within trenches complete including all material i.e. rubber insertions, bolts & nuts etc, labour, testing of joint, commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.
-
-
-
... More
100 mm dia pipe
358
-
-
... More
200 mm dia pipe
34
-
-
... More
250 mm dia pipe
46
-
-
... More
300 mm dia pipe
10
-
-
... More
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 (zone-III) : 4 graded stone aggregate 20 mm nominal size).
10.11
-
-
... More
Excavation in soil mixed with single boulder etc. Requireing the use of specials T & P, if any,for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches
244.4
-
-
... More
Supplying and filling in sand under pipe, including watering, ramming, consolidating and dressing complete.
42.96
-
-
... More
Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber.
-
-
-
... More
C.I. D/F Sluice Valve conforming to IS: 14846-2000 (Kirloskar or equivalent)
-
-
-
... More
300 mm dia
1
-
-
... More
250 mm dia
4
-
-
... More
200 mm dia
1
-
-
... More
100 mm dia
1
-
-
... More
C.I.Air Valve Double Acting,50 mm Dia
2
-
-
... More
Fire Hydrant Valve IS 5290 (Flanged)
-
-
-
... More
80 mm diameter
2
-
-
... More
Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. For different types of valves.
4
-
-
... More
Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. For different types of valves.
10
-
-
... More
Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre,as per direction of Engineer-in-charge.
Bituminous Courses
49.14
-
-
... More
Demolishing cement concrete road of all grade and thickness by manually/mechanical means including disposal of material with all lead and lift and as per specifications, drawings and direction of Engineer-in-charge
2.73
-
-
... More
Dismantling of paver blocks / Brick on edge flooring of all thickness, manually or by mechanical means including stacking of serviceable material and disposal of unserviceable material within all lead and lift,as per specifications and direction of Engineer-in-charge
2.73
-
-
... More
Demolishing Brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material with all lead and lift at suitable site including cost of labour, tools and plants, transportation of material for disposal by any means etc. as per specifications and as directed by Engineer incharge
2
-
-
... More
Demolishing cement concrete manually/ mechanical means including disposal of material with all lead and lift for 1:3:6 or richer mix as per specifications and as directed by Engineer incharge
2
-
-
... More
Demolishing reinforced cement concrete work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material with all lead and lift and as per specifications and as directed by Engineer incharge
1
-
-
... More
Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work.
10
-
-
... More
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 (zone-III) : 4 graded stone aggregate 20 mm nominal size)
2.73
-
-
... More
Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge
2.73
-
-
... More
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)
2
-
-
... More
Providing, installation, testing and commissioning of Electromagnetic Flow Meter etc. including all materials (excluding CI/DI fittings) and making connection with existing pipeline required for Electromagnetic Flow Meter including cutting the existing pipe line etc. complete in all respect as per technical specification and as per direction of Engineer.
-
-
-
... More
200 mm dia
1
-
-
... More
250 mm dia
1
-
-
... More
300 mm dia
1
-
-
... More
Supply of all labour, material required for restoring of existing house connection which might be damage during excavation and also shifting all existing connection to new water supply system from existing water supply system complete as per unit estimate and directed by Engineer in-charge. 15 mm size water connections.
101
-
-
... More
Supply of all labour, material required for restoring of existing house connection which might be damage during excavation and also shifting all existing connection to new water supply system from existing water supply system complete as per unit estimate and directed by Engineer in-charge. 20 mm size water connections.
12
-
-
... More
Providing of all materials, Carting from site store to site of work, Laying & Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete.G.I. PIPE CONFORMING TO IS : 1239
-
-
-
... More
100 mm Dia
600
-
-
... More
20 mm Dia
50
-
-
... More
15 mm Dia
505
-
-
... More
Dismantling of100 mm dia screwed and socketed G.I. Pipes, specials and fittings including taking out of dismantled G.I. pipes and specials from trenches and stacking them properly within 50m but excluding the cost of earth work (Note :- This item shall be paid with the condition that the recovered pipe from dismantling is reusable.)
600
-
-
... More
Supplying, fitting and fixing brass ferrule including connection of following dia. and upto 450 mm long with screw, jamnut, sockets etc., complete in alll respect, including cutting trenches in all sorts of soil and filling up the trenches as per Unit Estimate and direction of the Engineer-in-charge.
-
-
-
... More
15mm
101
-
-
... More
20mm
12
-
-
... More
Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)
-
-
-
... More
Girth from 300 mm to 600 mm
5
-
-
... More
Girth from 600 mm to 900 mm
3
-
-
... More
Girth from 900 mm to 1800 mm
2
-
-
... More
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness
-
-
-
... More
By Mechanical Means, In area of light jungle
2097.6
-
-
... More
Dismantling of existing structures (by Mechanical Means) like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
-
-
-
... More
Dismantling Brick / Tile work (In cement mortar)
1022.72
-
-
... More
Dismantling Stone Masonry (Rubble stone masonry in cement mortar.)
58.34
-
-
... More
Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works.
-
-
-
... More
Up to 600 mm dia
41
-
-
... More
Above 600 mm to 900 mm dia
20
-
-
... More
Above 900 mm
20
-
-
... More
Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately
15
-
-
... More
Dismantling Kerb Stone (Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre)
793
-
-
... More
Dismantling of CI water pipe line 600 mm dia including disposal with all lifts and lead upto 1000 metres and stacking of serviceable material and unserviceable material separately under supervision of concerned department
135.4
-
-
... More
Construction of Embankment with Material Deposited from Roadway Cutting
(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)
70
-
-
... More
Compacting original ground supporting subgrade
(Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)
1070.4
-
-
... More
Granular Sub-Base with Coarse Graded Material ( MORTH Table:- 400- 1) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of MORTH)
-
-
-
... More
for grading- II Material
2289
-
-
... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 406 of MORTH.
595
-
-
... More
Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means, all complete as per clause 502 of MORTH
5406
-
-
... More
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom, all complete as per clause 503 of MORTH
10811
-
-
... More
Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 % by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects for Grading I ( 40 mm nominal size )
541
-
-
... More
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects for Grading-II (bituminous binder @ 5.4 % by weight of total mix)
708
-
-
... More
Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515
1282
-
-
... More
Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having water absorption less than 0.5% and conforming to IS: 15622, of approved make in all colours and shades in outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.
4506.7
-
-
... More
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 s;ze, 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.
5481.7
-
-
... More
Construction of cement concrete kerb ( Using Concrete Batching and Mixing Plant) with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408
4432
-
-
... More
Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade
-
-
-
... More
Hindi (Matras commas and the like not to be measured and paid for Half letter shall be counted as half)
12000
-
-
... More
English and Roman
12000
-
-
... More
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
-
-
-
... More
60 cm equilateral triangle
20
-
-
... More
60 cm circular
20
-
-
... More
60 cm x 45 cm rectangular
20
-
-
... More
60 cm x 60 cm square
20
-
-
... More
Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
96
-
-
... More
Providing and erecting overhead signs with a corrosion resistant aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans
-
-
-
... More
Truss and Vertical Support
4
-
-
... More
Aluminium alloy plate for over head sign
96
-
-
... More
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
24
-
-
... More
Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade
192
-
-
... More
Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control
-
-
-
... More
Over 10 cm in width
250.8
-
-
... More
Up to 10 cm in width
377.33
-
-
... More
Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.
1254
-
-
... More
Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973
2090
-
-
... More
Providing and laying gang saw cut 18 mm thick (With granite stone of area less than 0.50 sqm.), mirror polished premoulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge
69.12
-
-
... More
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
5.18
-
-
... More
Brick masonry work in 1:3 cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204
56.44
-
-
... More
Providing 1.20 metre high fencing with angle iron posts 50 mm x 50 mm x 6 mm at 3 metre center to center with 0.40 metre embedded in M15 grade cement concrete, corner, end and every 10th post to be strutted, provided with welded steel wire fabric of 75 mm x 50 mm mesh mesh and fixed to iron posts by flat iron 50 x 5 mm and bolts etc. complete in all respects
614
-
-
... More
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
15910
-
-
... More
Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings
120
-
-
... More
Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts1.8 metres high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2 metres centre to, complete as per approved drawing
120
-
-
... More
Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size), including necessary excavation of size 250x250x450mm deep for the same in bitumen/ concrete pavement at specified spacing
50
-
-
... More
Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm- yard manure or/and good earth to be paid for separately
233.4
-
-
... More
Grassing with 'Doobs' grass ( In rows 7.5 cm apart in either direction) including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed
1167
-
-
... More
Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart
62.7
-
-
... More
Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year
50
-
-
... More
Providing and fixing tree guard 0.60 metre square, 2.00 metre high fabricated with MS angle iron 30 x 30 x 3 mm, MS iron 25 x 3 mm and steel wire3 mm dia welded and fabricated as per design in two halves bolted together
50
-
-
... More
Earthwork in excavation in all types of soil by mechanical / manual means of required width for pipes, cables, drains or any other similar work including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of the surplus excavated soils with all lead and lift including clearing vegetation, danger lighting and using sight rails and boning rods at every 100m interval wherever necessary including the cost of labour, tools and plants and barricading, dewatering, backfilling. Rate are all inclusive including removal and cleaning of site in all respect and any other item required for the completion of work in all respect as per specifications, drawings and as directed by the Engineer-in-Charge.
-
-
-
... More
upto 3.0 m depth
1558
-
-
... More
Supplying, assembling, lowering and fixing in trenches unplasticized PVC medium well screen (RMS) perforated with 1.6 mm slot pipe, with ribs conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-incharge for 200 mm nominal diameter
1900
-
-
... More
Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer,for all leads & lifts, all complete as per direction of Engineer -in-charge.
76.96
-
-
... More
Supplying, filling, spreading & leveling gravels of size range 3 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
76.96
-
-
... More
Supplying, filling, spreading & leveling gravels of size range 10 mm to 20 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
76.96
-
-
... More
Supplying, filling, spreading & leveling stone boulders of size range 2 cm to 5 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
76.96
-
-
... More
Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering-All works upto plinth level Cement Concrete M15 1:2:4(1 Cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including necesarry ramming and consolidation,curing etc. and as directed by Engineer- in-charge.
311.66
-
-
... More
Brick Work with F.P.S. bricks of class designation 7.5 in foundation and plinth In Cement Mortar 1:4 (1 cement : 4 coarse sand) and as per specifications and direction of Engineer-in-charge.
394
-
-
... More
15 mm Cement Plaster of mix 1:4 (Cement: coarse Sand) with a floating coat of neat cement inside of drain
3302
-
-
... More
Providing and laying in position specified grade of reinforced cement concrete, M20 (1:1.5:3) with 20 mm nominal size stone aggregate for RCC cover slab , excluding th cost of centring, shuttering, finishing and reinforcement-- at all levels, Including necesarry ramming and consolidation,curing etc. and as directed by Engineer- in-charge.
26.5
-
-
... More
Centring and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of column, etc.
142.52
-
-
... More
Providing, supplying and fabricating of Thermo-mechanically treated reinforced steel of Grade Fe 500D of various diameters including straightening, cutting, bending, hooking, lapping and/or tack welding wherever required, placing in position, tying with binding wire of approved quality and 16 SWG gauge including the cost of binding wire and anchoring to adjoining members wherever necessary including all laps and wastages etc., with all lead and lifts and cost of labours,tools,tackles complete as per design, specification and as directed by the Engineer.
20377
-
-
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Providing, hoisting and fixing precast reinforced cement concrete perforated slab cover on drain, copings, anchor blocks etc, including the cost of required centering, shuttering but, excluding cost,of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) :3 graded stone aggregate 20 mm nominal size).
228
-
-
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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 :In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
100
-
-
... More
Providing and fixing MDPE pipes for gardening and sprinkler uses with complete fiting including trenching and refilling complete in all respect.
-
-
-
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25 mm dia nominal
500
-
-
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32 mm dia nominal
400
-
-
... More
40 mm dia niminal
250
-
-
... More
Providing & fixing pumps including all fitings and anciallery works for running of sprinkling systems
7
-
-
... More
Providing and fising sprinkling system including all fittings and sprinklers etc.
20
-
-
... More
Earthwork in excavation in all types of soil by mechanical / manual means of required width for pipes, cables, drains or any other similar work including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of the surplus excavated soils with all lead and lift including clearing vegetation, danger lighting and using sight rails and boning rods at every 100m interval wherever necessary including the cost of labour, tools and plants and barricading, dewatering, backfilling. Rate are all inclusive including removal and cleaning of site in all respect and any other item required for the completion of work in all respect as per specifications, drawings and as directed by the Engineer-in-Charge.
-
-
-
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upto 3 m depth
112.75
-
-
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Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering-All works upto plinth level Cement Concrete M15 1:2:4(1 Cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including necesarry ramming and consolidation,curing etc. and as directed by Engineer- in-charge.
6.95
-
-
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Centering and shuttering including strutting, propping etc. and removal of form for all heights: Foundations, footings, bases of columns, etc. for mass concrete.
5.04
-
-
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Providing and laying in position specified grade of reinforced cement concrete, M20 (1:1.5:3) with 20 mm nominal size stone aggregate for RCC perforated cover slab excluding the cost of centring, shuttering, finishing and reinforcement-- at all levels, Including necesarry ramming and consolidation,curing etc. and as directed by Engineer- in-charge.
6.6
-
-
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.
659.6
-
-
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Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 3 mm in recharge pit, in required thickness over gravel layer,for all leads & lifts, all complete as per direction of Engineer -in-charge.
3
-
-
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Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
6
-
-
... More
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
6
-
-
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Supplying, filling, spreading & leveling stone boulders of size range 2 cm to 5 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
1.5
-
-
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Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre and up to 150 depth below ground level.
120
-
-
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400 mm diameter forrecharge bore well
-
-
-
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Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.
30.14
-
-
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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.
-
-
-
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200 mm nominal size diameter
20
-
-
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Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) perforated with 1.6 mm slot pipe, with ribs conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-incharge for 300 mm nominal diameter
-
-
-
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300 mm nominal size diameter
100
-
-
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Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). for PVC pipes
11
-
-
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Supply of all materials, labour, T & P etc and conctruction of R.C.C. CWR of 2200 KL capacities ( in kiloliters ) with M.S. ladder outside the tank and alluminium ladder inside of the tank, M.S. M.H. cover with locking arrangement, lightning conductor as per electricity rules, water level indicator, supply and fixing of outlet, inlet, over flow and wash out pipes with necessary sluice valves, pipe pieces ( including cost of materials) flooring 0.60 M wide apron, painting on tank body vertical pipes, ladder, M.S. M.H. cover, ventilator column etc. complete with approved water proofing (apex)/enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8 MT/sqm
2200
-
-
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Safe Bearing Capacity testing at the construction site of the O.H.T. by Plate Load Test/ test as per relvent I.S. Code with minimum 4 no. bore holes with SPT as directed by Engineer-in-Charge, submission of test report in 2 hard copies, structural design of the O.H.T. by qualified structural designer, vetting of the design and drawings by a reputed Govt. Institution/ University, submission of the vetted drawings and design & calculations in soft copy and 2 no. hard copies and approval of the same by DSCL.
1
-
-
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Feeder Pillar of following specifications: INCOMER : 63 AMP FP MCB (10 KA)
BUS BAR : 100 AMP, 500 Volts, 3 phase 50 HZ FP high conductivity electrolytic Aluminium bus bar. The current density of bus bar shall be minimum 1.00 sq mm /amp. The Maximum allowable temperature for the Bus bar to be restricted to 85 deg C. The temperature rise should be restricted to 35 deg C above ambient temperature. OUT GOINGS : 30 nos. 32 AMP DP MCB (10 KA)
1
-
-
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Feeder Pillar of following specifications: INCOMER :400 AMP FP MCCB with thermomagnetic release (25 KA)
BUS BAR : 500 AMP, 500 Volts, 3 phase 50 HZ FP high conductivity electrolytic Aluminium bus bar. The current density of bus bar shall be minimum 1.00 sq mm /amp. The Maximum allowable temperature for the Bus bar to be restricted to 85 deg C. The temperature rise should be restricted to 35 deg C above ambient temperature. OUT GOINGS : 4 nos. 100 AMP 4P MCCB with thermomagnetic release (25 KA)
1
-
-
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Supply & fixing 63Amp MCB DP Isolator
30
-
-
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Providing and fixing 100A and 25kA breaking capacity and 4 pole MCCB with thermomagnetic release and terminal spreaders in cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required.
3
-
-
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Supply of following sizes of 1.1kV grade XLPE insulated, PVC type ST-2 inner & outer sheath, Aluminium conductor, Armoured cables as per IS:7098 Part-I.
-
-
-
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50 sqmm 3.5 core
400
-
-
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6 sqmm 2 core
1300
-
-
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Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size in the existing RCC/ HUME/ METAL pipe as required.
1700
-
-
... More
Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc..direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand
cushioning and protective covering etc., complete as required.
-
-
-
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63 mm dia (OD-63 mm & ID-51 mm nominal)
700
-
-
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External Lighting, General Specification: Design, manufacture, supply,installation, testing and commissioning of outdoor type external lighting feeder pillar of suitable size not less than 30 cm and upto 45 cm deep made out of M.S. sheet 2mm thick (14 SWG) duly compartmentalized, double door with locking arrangement (IP-54), duly fixed on MS angle iron frame work of size 50mm x 50mm x 6mm, 90 cm long legs out of which 45 cm duly grouted in cement concrete 1:2:4 (1 cement : 2 sand :4 stone aggrete 20mm) and having following accessories mounted inside the cubical panel i/c connection, inter connection with aluminium thimbles, earthing with two nos. earth struds duly painted with one coat of red oxide & two coats of superior quality enamel paint of approved shade complete etc. as reqd. Supplying,Installing & fixing of following accessories in the existing cubical panel board / feeder pillar including connection testing etc. as reqd. Power contactor of single pole of suitable ratings 4 Nos Sunset switch with selectable ''Time On'' Timer, 230 -240V a.c. 50Hz Maximum Load : 10A Resistive, 2400W(10A) Incandescent, 2000W (8A) Halogen, 1200W(5A) Inductive and Fluoescent, Minimum Load: None (N/O Relay Contacts) Switching Lux level: 20 to 100 Lux. Preset Lux Level Approximately 50 Lux. IP rating IP 56 to AS1939: 1990, Operating Temperature Range: -10 deg C to 45 deg C. The above board shall be complete with 3 nos. phase indicating lights, flush mounted Ammeter, Voltmeter, CT's, PT's, selector switches, protective fuses etc. at Incomer with all interconnections by min. 2.5 sq.mm. Copper wires.
-
-
-
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External Lighting Feeder Pillar :-
INCOMER : 63 AMP FP MCB (10 KA)
BUS BAR : 100 AMP, 500 Volts, 3 phase 50 HZ FP high conductivity electrolytic Aluminium bus bar. The current density of bus bar shall be minimum 1.00 sq mm /amp. The Maximum allowable temperature for the Bus bar to be restricted to 85 deg C. The temperature rise should be restricted to 35 deg C above ambient temperature. OUT GOINGS : 12 nos. 6-32 AMP TPN MCB (10 KA) Feeder Pillar
7
-
-
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CABLES: Supply of following sizes of 1.1kV grade XLPE insulated, PVC type ST-2 inner & outer sheath, Aluminium conductor, Armoured cables as per IS:7098 Part-I.
-
-
-
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6 sqmm 4 core
5450
-
-
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4 sqmm 4 core
4750
-
-
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Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size in the existing RCC/ HUME/ METAL pipe as required.
10200
-
-
... More
Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc..direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand
cushioning and protective covering etc., complete as required.
-
-
-
... More
63 mm dia (OD-63 mm & ID-51 mm nominal)
9100
-
-
... More
External Lighting
-
-
-
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Supply & fixing of 3 mtr height street light pole with 45 Watt LED luminaires
120
-
-
... More
Supply and fixing of 8 Watt LED bollard light (1000 MM)
128
-
-
... More
Supply and fixing of 3 Watt LED uplighter
52
-
-
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Supply and fixing of 3 Watt LED in Ground light
365
-
-
... More
Supply & fixing of 4.5 mtr GI Octagonal Pole of approved make
64
-
-
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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.
-
-
-
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Above 4.5 meter and upto 6.5 meter
64
-
-
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Supply & fixing of 9 mtr GI Octagonal double arm Pole of approved make
21
-
-
... More
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.
-
-
-
... More
Above 8 meter and upto 10 meter
21
-
-
... More
Supply and fixing of LED Street light Fitting made up of pressure die cast housing with toughned glass, diffuser with driver set suitable for 60 Watt. Confirming to IP 66 protection
106
-
-
... More
Supply and fixing of 12.5 mtr High mast Pole of approved make with rising system, hot dip Galvanized inside & outside , having pole sheet thickness 3mm, top minimum100mm, bottom dia minimum 310mm, base plate 25mm thick, suitable for wind velocity as per IS 875 part 3. & having no circumferential weld, with accessories for high mast such as head frame suitable for 6 luminaries & its control gear boxes,0.75 HP Power tool motor, 3 point suspension system with steel wire rope 6mm dia , double drum winch Including making suitable Foundation as per manufacture drawing & site requirement along with foundation bolts, nuts, washers , anchor plates etc Complete in all respect. as per direction and satisfaction to the Engineer-in-charge
7
-
-
... More
Supply and fixing of 100 Watt LED Highmast light , Confirming to IP 65 protection
28
-
-
... More
Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc. (but without charcoal/ coke and salt) as required.
36
-
-
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Supplying and laying 25 mm X 5 mm G.I strip at 0.50 meter below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50 mm)
160
-
-
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Earthing with G.I. earth pipe 4.5 meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/coke and salt as required.
82
-
-
... More
Supplying and laying 6 SWG G.I. wire at 0.50 meter below ground level for conductor earth electrode, including connection/termination with GI thimble etc. as required.
9900
-
-
... More
Credit of Salvage value of stone/aggregate obtained from demolishing road work manually/by mechanical means including stacking of stone aggregate as per direction of Engineer-in-charge
1706.61
-
-
... More
Credit of Salvage value of electric poles obtained from demolishing road work manually/by mechanical means including stacking of steel as per direction of Engineer-in-charge
20657
-
-
... More
Total (Market Rate Item)
-
-
-
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Steel work
-
-
-
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