Kerala Industrial Infrastructure Development Corporation Tender
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Costs
EMD
₹ 2,00,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_KINFR_677932_1Bid Award Id
ViewTender No
KINFRA/SPM/02/2024-25Tender Authority
Kerala Industrial Infrastructure Development Corporation ViewPurchaser Address
-Website
http://http://kinfra.org/
GEM & Bid Advisory Services
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BOQ Items
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od227110/2023_2024
Excavation in hard rock by Drilling holder in boulders using pneumatic compressor, mixing and pouring non-explosive rock spilitting chemical, breaking holder using hydraulically operated breaker, loading by using Porcelain, transporting and dumping at specified yard for reuse excavated materials within 1km from site premises and using heavy cutting machine for breaking /dressing boulders etc complete
68.27
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3.8.A
Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. Mechanised
1328.51
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3.17
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.
2906.84
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3.19.2
Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.
408.01
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4.1.A.2
Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-II - Plant Mix Method
600.75
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6.1
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.
408.01
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6.2
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
408.01
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8.4.1
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. 90 cm equilateral triangle
2
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8.4.4
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. 80 mm x 60 mm rectangular
4
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8.23.A
Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3
150
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9.2.B
Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. 1200 mm dia
48
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55.25
Lifting, conveying and fixing the newly casted RCC covering slabs of any thickness on top of drain in position including all labour charges and miscellaneous expenses etc complete
11.04
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2.31
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
19087.61
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Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, including proper compaction as directed by site in-charge and rolling the surface using power roller, for land development/ land filling, lead up to 1 KM : All kinds of soil
3202.41
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2.7.1 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock
821.24
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2.8.1
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
483.4
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2.9.1
Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Ordinary rock
643.77
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2.9.3
Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Hard rock (blasting prohibited)
517.45
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od228319/2023_2024
Excavation in hard rock by Drilling holder in boulders using pneumatic compressor, mixing and pouring non-explosive rock spilitting chemical, breaking holder using hydraulically operated breaker, loading by using Porcelain, transporting and dumping at specified yard for reuse excavated materials within 1km from site premises and using heavy cutting machine for breaking /dressing boulders etc complete
80.35
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4.1.8
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
336.75
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4.4.1
Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing.1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)
63.93
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5.33.1 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level
737.6
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5.33.2 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level
421.97
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5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
785.03
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5.9.2
Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc
4796.81
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5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
485.67
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5.9.15
Centering and shuttering including strutting, etc. and removal of form for:Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like
624.54
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5.22.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
141074.6
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od261295/2023_2024 Providing PVC drain pipes using 100 mm ia.(working pressure 4 Kg / cm2 ) including cost of materials, conveyance, labour charges etc. complete
114.5
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60.7.9
RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand).
1371.01
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7.1.1
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
1350.01
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60.6
PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc complete
1704.95
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12.11
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
30.09
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2.6.1
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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
121.69
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2.25
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m
472.92
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4.2.3 Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
30.67
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4.3.2
Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
68.16
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10.25.2
Item Shifted to head 14 as item 14.74 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
2454
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13.52.1
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
141.8
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16.18.1
Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for serarately) : Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire
26347.1
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16.19
Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.
12449.95
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5.34.1
Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).
65.88
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5.9.3
Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
125.29
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5.9.16.1
Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide
18.4
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13.4.2
12 mm cement plaster of mix:1:6 ( 1 cement : 6 coarse sand)
391.75
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13.46.1
Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
301.39
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18.26.1
Providing and laying flanged C.I. Standard specials such as tees, bends, collars, tapers, caps etc., suitable for flanged jointing as per IS : 1538 :Upto 300 mm dia
1.5
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19.18.2
Supplying and fixing C.I with out frame for manholes:500 mm diameter C.I. (medium duty) the weight of the cover to be not less than 58 kg
9
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od231587/2023_2024 Providing and fixing approved quality Water Level Indicator with Alarm on Tank FULL (with sensors) including labour, convetance etc complete
1
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od231591/2023_2024
Providing and fixing approved quality PVC rungs for water tank - 4 compartments including labour, fixing charges, conveyance etc complete
100
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2.26.2
Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock
201.1
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Water Supply Network and ETP network Connectivity
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Earthwork
2.10.1.1
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:All kinds of soilPipes, cables etc, not exceeding 80 mm dia
24
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Crossing
od234616/2023_2024 Supplying and laying RCC NP3 class pipe including specials and fittings after conveying them within initial lead, carefully lowering in to trenches, placing in position, ready to jointing, lighting, watching, fixing caution boards etc. complete- 150mm
144
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Pipes
18.9.4
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer- in-Charge. External work32 mm nominal outer dia pipes
120
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18.9.5
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer- in-Charge. External work40 mm nominal outer dia pipes
40
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18.9.6
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer- in-Charge. External work50 mm nominal outer dia pipes
325
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18.9.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer- in-Charge. External work62.50 mm nominal inner dia pipes
280
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18.9.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer- in-Charge. External work75 mm nominal inner dia pipes
95
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18.9.9
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer- in-Charge. External work100 mm nominal inner dia pipes
22
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18.17.1A
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :20 mm nominal bore
1
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18.17.2
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32 mm nominal bore
13
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18.17.4
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore
4
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18.17.5
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore
1
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18.17.6
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :80 mm nominal bore
1
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18.31.1.2
Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertion etc. (the tail pieces if required will be paid separately):100 mm diameter Class II
4
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od236353/2023_2024
Supply,Installation,Testing and Commisioning of CI Y-type strainer with drain plug, SS screen 304 complete in all respects. 4” (100mm) dia
2
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od236354/2023_2024
Brass Automatic Air Release Valves - Providing, Fixing, testing and commissioning at site in positions Brass Automatic Air Release Valves, of approved quality and make on the top of the vertical water supply pipes as per specification and drawing - 3/4 (20mm) dia
2
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18.19.4.1
Providing and fixing gun metal non-return valve of approved quality (screwed end):50 mm nominal boreHorizontal
2
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od236355/2023_2024
Supplying, Installing & Testing at site in position Fabricated Astm Sch 80 Puddle flange in the overhead/sump water tanks as per the drawings and the requirement of the Project Manager. 100mm(4") uPVC Astm Sch 80 Puddle flange
2
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od236356/2023_2024
Supplying, Installing & Testing at site in position Fabricated Astm Sch 80 Puddle flange in the overhead/sump water tanks as per the drawings and the requirement of the Project Manager. 50mm(3") uPVC Astm Sch 50 Puddle flange
1
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od236357/2023_2024
Water meter with direct reading dia in kilo-litre with all intagral parts of GM/Brass, flanged / Screwed distance pieces with all necessary fittings for easy removal. (Flanged/Screwed end) class B type. 32mm
13
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od236359/2023_2024
Supply, Installation, Testing and Commissioning 2 nos, horizontal centrifugal pumps (submersible pump) set, having SS Impeller and Shafts, CI/SS Casing, Mechanical Seal Each pumps should be capable to deliver 13.88 lps @ 70 mtr head, ''F'' class Insulation, with Wall mounting Microprocessor based common control Panel for cyclic operation of the pump set as (1Working + 1Standby ) Star Delta, having features of automatic pump change over in every Start/Stop, Dry run, Overload, Phase Reversal Protections etc., nesessory cable from control panel to pump set of max length 25m (beyond 25m length measured seperately) level controller for Auto Start/ Stop Function, Digital display, Pressure gauge, Float Switches, Auto/Manual Operation. (For Domestic Water from pond to OHT)
1
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Water for Non Contiguous Plots
od236364/2023_2024
Supply, installation , testing & commissioning of electronic water meter with direct reading dial in KL with all internal parts in gunmetal or brass, flanged distance piece for easy removal in future, strainer, 100mm dia Bourden type pressure gauge and isolation cock complete in all respects.br100 mm dia nominal bore for Borewell water supply
1
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od234706/2023_2024
Supply, installation , testing & commissioning of electronic water meter with direct reading dial in KL with all internal parts in gunmetal or brass, flanged distance piece for easy removal in future, strainer, 100mm dia Bourden type pressure gauge and isolation cock complete in all respects.br80 mm dia nominal bore for Borewell water supply
2
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18.42.2
Boring with 100 mm diameter casing pipe for hand pump/ tube well in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump/tube well is lowered and tested:Beyond 6 m and upto 12 m depth
24
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23.3.1
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- inCharge.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. allcomplete, for all depths, as per direction of Engineer -in-charge.100 mm nominal size dia
24
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23.8
Gravel packing in tube well 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
4.59
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23.13.1
Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:100 mm dia
3
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23.15.1
Providing and fixing Bail plug / Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS : 2800 (part I).100 mm dia
3
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Masonry Chamber
18.33.1
Constructing masonry chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement:4 coarse sand) for sluice valve, with C.I. surface box 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
11
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ETP Collection Network Extension
od236790/2023_2024
Providing and fixing HDPE pipes, PN6, PE100 with fittings including jointing of pipes with all accessories like tees, Door bends, 'Y', bends, clamps, couplings, adapters, and trenching, refilling & testing of joints complete as per direction of Engineer in Charge. All joining part should be packed with cement concrete.br250 mm
147
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od236804/2023_2024
Providing and fixing HDPE pipes, PN6, PE100 with fittings including jointing of pipes with all accessories like tees, Door bends, 'Y', bends, clamps, couplings, adapters, and trenching, refilling & testing of joints complete as per direction of Engineer in Charge. All joining part should be packed with cement concrete.br200 mm
240
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od236791/2023_2024
Providing and fixing HDPE pipes, PN6, PE100 with fittings including jointing of pipes with all accessories like tees, Door bends, 'Y', bends, clamps, couplings, adapters, and trenching, refilling & testing of joints complete as per direction of Engineer in Charge. All joining part should be packed with cement concrete. 160 mm
270
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od236792/2023_2024
Providing and fixing HDPE pipes, PN6, PE100 with fittings includings jointing of pipes with all accessoriesoor like tees, Door bends, 'Y', bends, clamps, couplings, adapters, and trenching, refilling &testing of joints complete as per direction of Engineer in Charge. All joining part should be packed with cement concrete.br110 mm
30
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15.45.1
Dismantling C.I pipes including excavation and refilling trenches after taking out the pipes, manually / by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of Engineer - in- Charge:Up to 150 mm diameter
50
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100.14.2
Conveying and laying S&S Centrifugally Cast (Spun)/Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials : 150 mm dia Ductile Iron Class K-9 Pipes Data derived from 18.72.16 in DAR
50
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Masonry
19.7.1.1
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) with R.C.C. top with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size,) inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) finished with a floating coat of neat cement complete as per standard design:Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weigh of cover 23 kg and weight of frame 15 kg):With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
15
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19.8.1.1
Extra for depth for manholesSize 90x80 cmWith common burnt clay F.P.S. ( non modular ) bricks of class designation 7.5
10
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19.7.2.1
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) with R.C.C. top with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size,) inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) finished with a floating coat of neat cement complete as per standard design:Inside size 120x90 cm and 90 cm deep including C.I. cover with frame ( medium duty ) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg ( weight of cover 58 kg and weight of frame 58 kg):With common burnt clay F.P.S ( non modular) bricks of class designation 7.5
19
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19.8.2.1
Extra for depth for manholesSize 120x90 cmWith common burnt clay F.P.S. ( non modular ) bricks of class designation 7.5
15
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Miscellaneous
90.14.28.13
S & F Motor starters of the following ratingsSubmersible pump controllers with ammeter,DPMCB for single phase 2 HP submersible motor pumps (DOL)
3
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Fire safety and life protection systems
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Fire Hose reel & Hydrant Systems
od231887/2023_2024
Supply, installation, testing and commissioning of Fire Hydrant Valve, bearing to ISI:5290 Type-A mark, Stainless Steel-304 body with 63 mm. oblique instantaneous single outlet, 75 mm. N.B. flanged inlet, Stainless Steel - 304 spindle, complete with PVC blank cap, G.I. chain etc.
21
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FIRE PIPES, VALVES & ACCESSORIES
od231972/2023_2024
Providing laying, testing & commissioning of 'C' class heavy duty MS Pipe conforming to IS 1239/3589 i/c fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. in ground including welding, excavation & providing cement concrete blocks as supports, anticorrosive treatment with coaltar/asphalt tape as per IS 10221, refilling the trench etc. of following sizes complete as required. 100 mm
36
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od231973/2023_2024
Providing laying, testing & commissioning of 'C' class heavy duty MS Pipe conforming to IS 1239/3589 i/c fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. in ground including welding, excavation & providing cement concrete blocks as supports, anticorrosive treatment with coaltar/asphalt tape as per IS 10221, refilling the trench etc of following sizes complete as required. 150mm
18
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od231978/2023_2024
Providing, fixing, testing and commissioning of Butterfly Valve, PN-16 or above, slim seal, standard lever operated type confirming to BS:5155 with IS: 13095 Mark, with required companion flanges, nuts, bolts etc. complete. 100mm
2
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od232441/2023_2024
Providing and fixing C.I. Gate Valve with Non Rising Stem & Cap Top, PN-16, confirming to IS: 14846 with ISI Mark and with required companion flanges, rubber installations like gaskets, bolts, nuts, Washers etc. complete. The Price shall be inclusive of ‘Fabricated Key' for Operation from Ground Level, as per Technical Specifications.100 mm
1
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od232442/2023_2024
Providing and fixing C.I. Gate Valve with Non Rising Stem & Cap Top, PN-16, confirming to IS: 14846 with ISI Mark and with required companion flanges, rubber installations like gaskets, bolts, nuts, Washers etc. complete. The Price shall be inclusive of ‘Fabricated Key' for Operation from Ground Level, as per Technical Specifications.br150 mm
4
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Miscellaneous Items
od265897/2023_2024
Brass Automatic Air Release Valves - Providing, Fixing, testing and commissioning at site in positions Brass Automatic Air Release Valves, of approved quality and make on the top of the vertical water supply pipes as per specification and drawing - 3/4"(20mm) dia.
3
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PVC Pipes
50.18.9.10.1
Providing and fixing PVC pipes includings jointing of pipes with one step pvc solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer in Charge. 150 mm dia 6 Kgf/cm2
430
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50.18.9.9.1
Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge 110mm dia 6 Kgf/cm2
330
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50.18.9.8.1
Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 75 mm dia 6 Kgf/ cm2
100
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