Water Resources Department Tender
Take tender evaluation notes for Goa WRD Tender
Costs
EMD
₹ 54,34,975Document Cost
₹ 30,000Tender Fee
₹ 6,000
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_WRD_20709_1Tender No
6-9/WDI/WRD/ASW/2024-25/e-39Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eprocure.goa.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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TRANSPORTATION AND CARRIAGE OF MATERIALS (A) By tipper truck including loading, unloading and stacking ( iii ) Manure or sludge ( for leads below) c) For a lead beyond 5km upto 10.00 kms
10534.5
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TRANSPORTATION AND CARRIAGE OF MATERIALS (A) By tipper truck including loading, unloading and stacking ( iii ) Manure or sludge ( for leads below) d) For a lead beyond 10km upto 15.00 kms
21069
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TRANSPORTATION AND CARRIAGE OF MATERIALS (A) By tipper truck including loading, unloading and stacking ( iii ) Manure or sludge ( for leads below) e) For a lead beyond 15km upto 20.00 kms
21069
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Sub Estimate II- Improvement of bund :- Clearing jungle including up rooting of rank vegetation grass bush wood trees and sapling of girth upto 30 cm. measured at a height of 1 m above ground level & removal of rubbish upto a distance of 50 mt. outside the periphery of the area cleared. (if however, only grass is met with the area will be measured and paid for under item 4001).
58600
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Earthwork in excavation by mechanical means(hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m inwidth or 10 sq.m. on plan) including dressing ofsides and ramming of bottoms, lift upto 1.5 mincluding getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. All kinds of soil
2816
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Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
1408
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Providing & laying cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: All works upto plinth level
1408
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Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: a All works upto plinth level All works upto plinth level
61.1
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Centering and shuttering including struttings, propping etc. and removal of formwork for : a) Foundations, footings, bases for columns and mass concrete.
4055
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Laterite boulder masonry in cement concrete 1: 3 : 6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate of 20 mm nominal size in foundation )
2460
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Supplying of RCC full round pipes NP4 confirming to IS 458-2003 including transportation, loading and unloading at departmental stores and as directed by the engineering-in-charge 600 mm dia
480
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Supplying of RCC full round collar for pipes NP4 confirming to IS 458-2003 including transportation, loading and unloading at departmental stores and as directed by the engineering-in-charge. 600 mm dia
194
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Laying reinforced cement concrete pipe NP4/ prestressed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets (Pipe will be supplied by the department free of cost): a) 600 mm dia pipe.
480
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Supplying and fixing of Glass Fibre Reinforced (GRP) round gate made out of good quality fibre glass material, with suitable hinge arrngement for smooth operation of the gate, provided with finished surface on one side of the gate and mat finish on the other side of the gate suitable for :600 mm dia pipe.
42
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Earth work in embankment with approved earth (Contractor's earth ) / moorum including spreading the earth in layers not exceeding 250mm in depth, breaking clods, watering rolling each layer with half tonne rolles or wooden or steel hammer including filling up ground depression, dressing etc. complete with all lead and lift and as directed by Engineer-in-charge.
94416
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Dry stone pitching 22.5 cms thick using laterite stone of approved quality including supplying of stone and preparing surface etc. complete.
76600
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Sub Estimate III - Flood protection wall :- Earth work in excavation by mechanical / manual means in all type of strata comprising any of the materials such as soil, silt, and clay gravel, moorum of all varieties shingles, pebbles all type of conglomerates rock , fissured, shattered, decompsed rock or weathered rock and all such other materials, either in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted inclusive of chiselling, wedging etc. excluding blasting in all conditions such as dry moist, siturated Submerged, foul conditions etc. including setting out construction of shoring and bracing removal stumps and other deleterious matters, dressing of side and bottoms and back filling the excavated earths to the extent required and disposing the remaining excavated soil/ rock as directed by Engineer in charge for all leads and in all lift as specified and directed etc. complete.
6240
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Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
1920
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Supplying jamba wooden bally piles 150 mm mean diameter cut to length required (not exceeding 9 meters) and planted in position ready for driving: Above 3.50meters upto 5.00 meters long pile
24000
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Driving down wooden piles of 150mm diameter either in vertical or battered work to approved lines and level through various strata including arranging all the appliances necessary for pile driving complete at site (portion in ground only to be measured) Above 3.50 meters upto 5.00 meters long pile
22800
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Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: All works upto plinth level
6480
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Providing & laying cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: All works upto plinth level
565
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Centering and shuttering including struttings, propping etc. and removal of formwork for : a) Foundations, footings, bases for columns and mass concrete.
8172
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Laterite boulder masonry in cement concrete 1: 3 : 6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate of 20 mm nominal size in foundation )
4244
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Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while layingpipes of approved the concrete of retaining wall,wing wall and earth retainig structure complete as directed by the Engineer in charge b) 75 mm dia
1540
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Sub Estimate IV - Sluice gate structure :- Earthwork in excavation by mechanical/manual means in all types of strata comprising any of the materials such as soil, sand, clay, silt, gravel moorum of all varities shingles, pebbles, all types of conglomerates, laterite rock, soft rock ordinary or disintegrated rock, weathered, fissured/shattered decomposed rock and all such other materials either in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted inclusive of chiseling, wedging etc in all conditions such as dry, moist, saturated submerged, foul conditions etc including pumping and bailing out water, setting out construction of shoring and bracing removal of stumps and other deleterious matter, dressing of sides and bottom & back filling the excavated earth to the extent required and disposing of the surplus excavated/rock for all lead and lifts etc as specified and as directed by the Engineer in charge etc all complete, including pumping or bailing out water.
632
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Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
63
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Providing & laying cement concrete 1: 1.5: 3 (1 cement: 1.5 coarse sand: 3 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: a) All works upto Plinth Level.
562
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Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggregate. 20 mm. nominal size) excluding cost of centering shuttering and finishing in: a) All works upto Plinth Level.
529
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Centering & shuttering including Strutting, Propping & removal of forms for : A) Foundations, footings, bases for columns and mass concrete.
1666
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Supplying and fixing of Polypropelene glass lined Fiber Glass Reinforced Plastic (PPGL-FRP) Sluice Gate at Site made to the specification : the gate shutter shall be made out of standard quality, heavy duty PPGL-FRP material. The frame supporting the shutters shall be made out of heavy duty reinforced FRP material, of thickness 65 mm (hollow type) & shall be fixed at top and bottom in 6" x 3" FRP coated section, suitable hinge arrangement shall be provided to facilitate the smooth operation of the shutter and also provided with actuators AUMA make of suitable capacity as specified amd as directed by Engimeer in charge.
3
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Steel work in single sections (SAIL, TATA. VIZAG & using electrodes of Ador or ES4B or Deh Secheron make only) including cutting, hoisting fixing in position and applying a priming coat of red lead paint. a) In R.S. joists, channels, angles, tees
13.36
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Painting two or more coats (excluding priming coat) with superior quality ready mixed paint for steel work of approved brand & manufacture in all shades on new work to give an even shade.
35
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Providing & fixing of manually operated M.S.PPGL, gate in clear span, gate shall be manufactured by using good quality PPGL FRP material & shall be reinforced by using 38 mm x 38 mm X 1.60 mm thickness heavy duty M.S pipe, heavy duty Square threaded Rod of Dia meter 50 mm with heavy duty nut suitable for rod shall be provided for lifting & lowering operation of the gate, to facilitate ease of operation heavy duty hand wheel of size dia 450 mm shall be provided, greasing box shall be fixed on the gate for automatic greasing to the square threaded rod. The frame shall be fabricated out of suitable M.S section's size of the frame shall be made to suite the gate in width and height, plus lift of the gate, frame and supporting structure shall be coated by FRP material. Rate is inclusive of fixing of gate on site. Size of the gate W=1.2mtrs x H=1.2mtrs and lift upto = 1.0mtrs.
20
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Sub Estimate V - Pump House :- Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area.
7
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Earthwork in excavation by mechanical/manual means in all types of strata comprising any of the materials such as soil,silt, sand, clay, gravel moorum of all varities shingles, pebbles, all types of conglomerates, laterite rock, soft rock ordinary rock, disintegrated, weathered rock, fissured/shattered, decomposed rock and all such other materials either in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted inclusive of chieseling, wedging etc. but blasting prohibited in all conditions such as dry, moist, saturated submerged, foul conditions etc including pumping or bailing out water/ dewatering including setting out construction of shoring, stuffing and bracing removal of stumps and other deleterious matter, dressing of sides and bottom providing barricading, danger lighting, guarding etc. back filling the excavated earth to the extent required and disposing of the surplus excavated/rock at specified areas with all leads and lifts etc.as per specification and drawing as specified and as directed by Engineer in charge etc complete
601
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Supplying jamba wooden bally piles 150 mm mean diameter cut to length required (not exceeding 9 meters) and planted in position ready for driving:b) Above 2.50 meters upto 3.50 meters long pile.
84
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Driving down wooden piles of 150mm mean diameter either in vertical or battered work to approved lines and level through various strata including arranging all the appliances necessary for pile driving complete at site (portion in ground only to be measured) b. Above 2.50 meters upto 3.50 meters long pile.
77
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Supplying and filling in plinth under floors, trenches including watering ramming consolidating, dressing, complete. b) Moorum
342
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Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
131
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Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: All works upto plinth level
223
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Providing & laying cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: b) In retaining walls , return walls(any thk) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc, upto floor five level.
32
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Centering & shuttering including Strutting,Propping & removal of forms for :Foundations, Footings, Bases for columns
248
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Centering & shuttering including Strutting,Propping & removal of forms for : Sides and Soffits of beams, Beam Haunchings, Cantilever, Girders, Bressumers and Lintels plinth beams not exceeding 1m in depth
299
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Centering & shuttering including Strutting,Propping & removal of forms for :Columns, Piers, Pillars, Aburments, Posts and struts (square rectangle polygon in plan)
228
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Centering & shuttering including Strutting,Propping & removal of forms for : Suspended floors, roofs landings, shelves & their supports
72
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Providing and laying in position ready mixed concrete (RMC) with usage of Ordinary Portland Cement manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead upto 10kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C., from the transit mixer to the site of laying, excluding the cost of centering, shuttering, finishing and reinforcement including the cost of admixtures in recommended porportions as per IS : 9103 to accelerate/retard setting of concrete, improve workability without imparing strength and durability as per the directions of the engineerin-charge. All works upto floor V level M-30 grade of concrete
92
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Providing corrosion resistant steel CRS-50 bars of (SAIL, TATA, VIZAG, JSW Steel Ltd.)(Confirming to IS 1786 if 1985) for RCC work including bending, binding & placing in position in all the floors along with factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member .
8280
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Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation basement
131
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Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation basement and superstructure from floor I level upto floor V level.
119
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Half brick masonry in cement mortar 1:4 (1 cement :4 coarse, sand) with bricks of class designation 40 kg/ sq. cm upto floor five level : b)Upto floor V level.
10
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Laterite boulder masonry in cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate of 20 mm nominal size ) in foundation.
168
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Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while layingpipes of approved the concrete of retaining wall,wing wall and earth retainig structure complete as directed by the Engineer in charge: 75 mm dia
46
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Construction of embankement with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Table 300-2 as per MORTH specification 305
300
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Providing woodwork in frames of doors, windows, clerestory windows trusses & other frames wrought framed and fixed in positon-First class matti wood
0.1
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6mm cement plaster to ceiling 1: 3 (1 cement : 3 fine sand)
31
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12mm cement plaster 1:4(1 cement : 4 coarse sand)
386
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Finishing fine with neeru over plaster
409
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18mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) and top layer 6mm thick with cement plaster 1: 3 (1 cement : 3 coarse sand) finished with sponge.
429
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Providing and fixing M.S. grill of required pattern in wooden frames of Windows etc. with M.S. flats square or round bars with round headed bolts and nuts or by screws. Plain grill
235
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Providing and fixing anodized aluminium shutters in accordance with the specification annexed with Goa schedule of Rates (2004) Vol & II including all taxes, transportation, scaffolding and handling etc. complete as per direction of the Engineer-in-charge: windows with two sliding shutters using 18 mm series shutters section : Figured glass
18
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Providing and fixing anodized aluminium shutters in accordance with the specification annexed with Goa schedule of Rates (2004) Vol & II including all taxes, transportation, scaffolding and handling etc. complete as per direction of the Engineer-in-charge: Adjustable louvered windows: Figured glass
0.5
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Supplying and fixing rolling shutters of approved make, made of 80 x 1.25 mm M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs grade No.2 and M.S. top cover of 1.25mm thick for rolling shutters top cover and spring.
18
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Providing and fixing Ball bearings for rolling shutters
5
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Extra for providing mechanical device, chain and crank operation for operating rolling shutters: a) Exceeding 10.00 sq.m. and upto 16.80 sq.m. in area
14
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Distempering two or more coats with oil bound washable distemper of approved brand and manufacture and of required shade on new work over and including a priming coat with distemper primer of approved brand and manufacture to give an even shade.
409
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Applying one coat of cement primer of approved brand and manufacture on wall surface.
429
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Finishing wall with waterproofing cement paint of approved brand and manufacture and of required shade on new work (three or more coats) to give an even shade.
429
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Applying priming coat with ready mixed primer of approved brand and manufacture on steel work.
37
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Painting two or more coats (excluding priming coat) with superior quality ready mixed paint for steel work of approved brand & manufacture in all shades on new work to give an even shade.
37
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Vaccum dewatering of laid concrete for roads/ areas using Tremix machinery including formwork with MS channel/ angle sections on sides of concrete with proper supporting system, surface/screed & needle vibrating & levelling of concrete. Vaccum dewatering should be done using suction mats (spread on surface) & suction pump, power floating/ troweling using screen floater, manual spreading of hardening compound (if any), smooth/rough/broom finish to the required slope, camber & level, groove cutting (upto 10mm wide x50mm deep) for contraction /expansion, construction & longitudinal hoints, Providing dowel bars with sleeve/tie bars, filling two component polysuphide sealant/joint filler (Bitumen hot sealing compound: Grade A), taping with masking tape etc complete. (Concrete, reinforcement, Dowel Bar with sleeve/tie bar Reinforcement, tarpaulin sheet to be paid separately)
14
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Providing and laying 25 mm shahabad stone flooring over 25 mm thick bed of cement mortar1:4 (1 cement :4 coarse sand) laid over with grey cement slurry mixed with pigment, including rubbing and polishing complete.
121
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Providing and fixing vitrified matt finished (600x600) and 10mm thick tiles in floor, treads of steps, landing on 25mm thick bed of cement mortar 1:3 and jointed with cement slurry complete.
48
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Providing and fixing coloured ceramic tiles spartek or equivalent of 8" x 4" size and 6 mm thick in skirting and dados on 12 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) and jointed with cement slurry complete.
16
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Providing and fixing vitrified antiskid tiles (320x320) and 10mm thick tiles in floor, treads of steps, landing on 25mm thick bed of cement mortar 1:3 and jointed with cement slurry complete.
4
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Providing and fixing flush doors shutters commercial type, cellular core construction with frame of first class hard wood and well matched commercial play veneering and vertical grains or cross bands and face veneers on the both other faces of shutters : 30 mm thick including anodized aluminium butt hinges with necessary screws:
5
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Providing & fixing bright finished brass 100 mm. mortice latch & lock & a pair of levers, handles with necessary screws etc. complete (Indian make of approved quality).
3
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Providing and fixing bright finished brass tower bolts (barrel type) with screws etc. complete b)200 x 10 mm
2
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Providing and fixing bright finished brass tower bolts (barrel type) with screws etc. complete d)100 x 10 mm
1
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Providing and fixing bright finished brass handles with necessary screws etc complete a)125 mm
6
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Providing and fixing prefabricated compound gate of G.I. pipes 40 – 50 mm dia (medium) with 12mm M.S. square bars of G.I. pipes grill work as per drawing including providing & fixing locking arrangements, pintals, hold fast embedded in cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 granitic or basaltic aggregate 20mm nominal size) including applying priming coat with ready mixed red lead paint and painting 2 or more coats with superior ready mixed paint of approved brand and manufacture in all shades as per direction complete.
7
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Providing water proofing treatment over the new R.C.C. roofs terrace toilet by spreading cement slurry over the R.C.C. slab and laying of 10cms. Average laterite stone ballast coba with the necessary gradient for easy flow of rain water and the coba in covered with damp proof of Hindustan water proofing co. Or equivalent jointless water proofing plaster of mix 1:3 ( 1 cement : 3 find sand), finished smooth with wooden trowel with false marking of 30 cms square. The vertical surface of the adjoining walls are to be treated upto a height of 30cms including rounding of junction (the rate includes for complete items including labour and materials and including cost of initial treatment of roof slab as follows. The injunction of damp proof or equivalent compound with cement solution will be given as and when found necessary for filling honey comb, cracks etc. in the R.C.C. slabs). NOTE: cement consumption 25 kg/sq.m.
3
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Providing and fixing white vitreous china water closet squating (European type w.c. pan) with seat and lid, C.P. brass hinges and rubber buffers 10 lts. High level P.V.C. flushing cistern (of approved make ) with fittings, rack bolts 32 mm diameter P.V.C. telescopic flush pipe with fittings and clamps 25mm P.V.C.. over flow pipe with specials & mosquito proof coupling of approved municipal design and nylon. chain and pull complete, cutting and making good the walls and floors where required. a) W.C. pan with white plastic seat and lid.
1
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Providing and fixing vitreous china wash basin with RS or C.I. brackets painted white, 15 mm C.P. brass pillar taps C.P. brass chain with rubber plug 32 mm C.P. brass waste of pattern, 32 mm diameter M.I. or C.P. brass trap and union complete, including cutting and making good the walls where required: Flat back wash basin size 630 x 450mm with a single 15 mm C.P. brass pillar taps. GF/MF wash room
1
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Providing and fixing kitchen sink with R.S. or C.I. brackets C.P. brass chain with rubber plug 40 mm C.P. brass waste and 40mm M.I. or C.P. brass trap necessary unions complete, including painting the fittings, cutting and making good the walls where required: b)White vitreous china sink size 600 x 450 x 250 mm
1
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Providing and fixing 600 x 450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick asbestos sheet ground fixed to wooden cleats with C. P. brass screws and washers
1
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Providing & fixing c.p. brass towel rail complete with C.P. brass brackets fixed to wooden cleats with C. P. brass screws.600 x20 mm size.
1
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Providing and fixing chlorinated ployvinyl chloride (CPVC) pipes confirming to IS:15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1 mt. spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of the Engineer-in-charge. Concealed work (medium duty SDR 13.5 pipe) including cutting chases and making good the walls etc.-c) 25 mm dia nominal outer dia pipes.
20
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Providing and fixing NICKEL chrome plated copper alloy Fancy long body bib cock with wall flance Jaquar make or equivalent. Confirming to IS 8931;1993-a) 15mm nominal bore
2
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Providing and fixing NICKEL chrome plated copper alloy Fancy two way long body bib cock with wall flance Jaquar make or equivalent. Confirming to IS 8931;1993 -a) 15mm nominal bore
2
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Providing and fixing C.P. brass shower rose with 15 or 20 mm. Inlet: a)100 mm diameter.
1
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Providing and fixing P.V.C. connection pipe with brass unions 15 mm nominal bore: a) 30 cm (12”) length .
2
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Providing & fixing G.I. pipes complete with G.I. fittings including trenching & re-filling etc. (external work).e-40 mm nominal bore
75
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Providing and fixing chlorinated polyvinyl chloride (CPVC) pipes confirming to IS: 15778 having thermal stability for hot and cold water supply includng all CPVC plain and brass threaded fittings CPVC solvent cement, trenching, refilling and testing of joints complete as per direction of the Engineer in charge.(External work (heavy duty SDR 11 pipe) -d)32 mm nominal outer dia pipes.
20
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Providing and fixing rigid PVC S.W.R. (soil, waste & rain water drainage pipes of approved including lubricant etc. complete (single/double) socketed: a)110 mm dia
30
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Providing and fixing rigid PVC S.W.R. (soil, waste & rain water drainage pipes of approved including lubricant etc. complete (single/double) socketed:b)75 mm dia
30
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Providing and fixing rigid PVC bend (approved make ) for S.W.R. pipes including lubricating etc complete bend with door : a)100 mm dia
3
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Providing and fixing rigid PVC bend (approved make ) for S.W.R. pipes including lubricating etc complete bend with door : b)75 mm dia
3
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Providing and fixing single “TEE” of rigid PVC (approved make ) for S.W.R. pipes including lubricating etc complete, with door :a)110mm
1
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Providing and fixing single “TEE” of rigid PVC (approved make ) for S.W.R. pipes including lubricating etc complete, with door b)75mm
1
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Providing and fixing nahani trap of rigid PVC (approved make ) for S.W.R. pipes including lubricating etc complete, without door :a)110mm dia
1
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Providing and placing on terrace roof of floor two (1st flor roof single piece rotational moulded polythene water storage tank having I S I mark and conforming to I S 12701; 1996.c)1000 lit capacity.
1
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Providing and fixing square-mouth S.W. gully trap grade ‘A’ complete with c.i. grating brick masonry chamber and water tight C.I. cover with frame of 300 x 300 mm size (inside the weight of cover to be not less than 4.53 kg). And frame to be not less than 2.72 kg as per standard design :b)150 x 100 mm size –P or S type.
1
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Constructing brick masonry manhole or inspection chamber with second class bricks in cement mortar 1:5 (1 cement :5 fine sand) R.C.C. top slab with 1:2:4 mix (1 cement: 2 coarse sand ;4 graded stone aggregate 20mm nominal size foundation concrete 1:2:4 mix (1 cement ;2 coarse sand :4 graded stone agrregate 40mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cemet and making channels in cement concrete 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) neatly finished complete as per standard design : d) Inside size 60 x 60cm and 60cm deep including C.I. cover with frame (light duty) 455x610mm internal diameter total weight of cover and frame to be not less than 38 kg. (weight of cover 23 kg).
2
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Steel work welded (SAIL, TATA. VIZAG & using electrodes of Ador or ES4B or Deh Secheron make only)in built up sections trusses and framed work including cutting, hoisting, fixing in position and applying priming coat of red lead paint: In tees, angles, flats and channels
222.75
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Providing & Fixing in position Double Skin roof with Zincalume/ Galvalume colour coated & bare profile sheet with subtle square fluting factory cut at all heights for roof, side & Gable cladding complete in all respect. TOP SHEET-The end rib shall be designed for anti-capillary action. The feed material should be manufactured out of nominal 0.45 mm Base Metal Thickness (BMT), Hi-strength steel with min. 550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55% Aluminium, 43.5% Zinc &1.5% Si) as per AS 1397 - Zincalume AZ150 (Min. 150 gms/sq.mt total on both sides) with quality paint coat as per AS/NZS 2728 type 3-4. The paint shall have a total coating thickness of nominal 35 μm, comprising of nominal 20 μm exterior SMP coat on top surface and nominal 5 μm reverse backer coat on back surface over nominal 5 μm primer coat on both surfaces of approved colour shade. Total Coated Thickness (TCT) should be 0.50mm. Total Painted Thickness (TPT) should be in addition to 0.50mm. The steel sheet shall be fastened with nominal 40 μm zinc coated or nominal 25 μm zinc-tin alloy coated, Hex head, self-drilling screw as per AS 3566-2002 Class 3 fasteners of approved make with EPDM washer as per the requirement considering the profile shape and design load. The fastener size shall be calculated as per the design or manufacturers recommendations. : The profile sheet, fastener size etc. shall be approved by the Engineer. The sheeting should be with minimum 200mm lap & waterproof with Silicon sealant non-hardening neutral cure type shall be applied at all end laps, complete as directed Z-Sub Girt -roll formed section 50x50x50x1.50 TCT, 120GSM Galvanised, High Strength (345 MPa), approximate Wt. 1.85 kg/r.m. fixed with self tapping screws Glass Wool Insulation with FSK facing 50mm with 24 kg/m3 density in between 2 sheets. LINER SHEET-bare galvalume/zincalume roofing sheet of same profile as top sheet. The feed material is of manufactured out of nominal 0.45 mm Base Metal Thickness (BMT) (0.47 mm TCT), Hi strength steel with min. 550 MPa yield strength,metallic hot dip coated with Aluminium-Zinc alloy (55% Aluminium, 45% Zinc) as per AS 1397 - Zincalume AZ150 (Min. 150 gms/sq.mt total on both sides), passivated & resin coated.The feed material should have coil manufacturer’s product details marked at regular interval for confirming genuinity of the material complete as per the directions of the engineer. The steel manufacturer's test certificate for the chemical & mechanical properties of steel must be submitted for approval prior to installation.
236
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Sub Estimate -VI - Pumps, Accessories & Pipeline :- Providing, fixing, testing and commissioning centrifugal pump of Kirloskar /Mather and Platt/wilo or equivalent make to deliver discharge of 1500 M³/hour with head of 10.0 mts running at 1000 RPM(SYN) coupled to 45 KW TEFC motor (6 pole), running on 3 phase A C supply of 415V, frequency of 50Hz, with insulation as per the ISI standards and accessories, the motor should be of Crompton /ABB/ Marathon or equivalent make. The pump should have CI casing & impeller with shaft of SS 410 alongwith common baseframe, coupling and coupling guard, foundation bolts etc all complete as specified and as directed by Engineer-in-charge.
2
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Supplying ,installing, testing & commissioning of 10 HP Vaccum pump with suction / delivery size 50mm ,1450 RPM & motor running on 3 phase A C supply of 415 Volt frequency of 50Hz ,gland packed with suitable pannel board consisting of starter ,main switch, indicator lamp ,ammeter ,voltmeter etc. .including baseframe , coupling as required and providing self priming system etc. complete as specified and as directed by the Engineer in charge.
1
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Providing, fixing, testing flush type cubical LT control panel made out of 12/14 S.W.G. CRCA sheet. Duly painted with approved colour of size 2.00 x 1.50x 0.50 mts. of each compartment being 2.00 x 0.50 mts. to hoist the following and to run two motors of 100 HP at a time with the following materials. (1.) Contractor Main (MCCB 250 Amps) 1.00, (2). Over Load relay - 100 to 300 A, (3). Timer - 0 to 60 sec, (4.) Control fuse line -4 x A x 4, (5.)Current Transformer-300/5, (6.) Over voltage/under Voltage relay - A.C.C.D. 2, (7.) 75 hp star delta starter (L and T make). 2 Nos 7.50 hp DOL starter (L and T make) for vaccum pump. 1 Nos., (8.) 160 A switch SFU fuse unit 3 nos., (9.) 125 A fuse links 9 nos., (10.) Ammeter 0-150 amps 2 nos., (11.) Voltmeter 0-400 Volts 1 nos., (12.) On/off switch 6 nos. All inclusive of aluminium bus bars of required size with insulation internal wiring with required copper cable etc all complete incl cost of cut of switch from gen-set to the mains etc as specified and as directed by the Engineer-in-charge.
1
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Supplying, laying glanding, termination and lugging wherver with alluminium lug. PVC armoured alluminium cable of approved brand ISI make equivalent from Generator to the L.T. Panel and from L.T. panel to motors of sizes as mentioned below including cable trace etc. as specified and as directed by the Engineer in charge : a) 3½ Core 150 sq.mm
50
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Supplying, laying glanding, termination and lugging wherver with alluminium lug. PVC armoured alluminium cable of approved brand ISI make equivalent from Generator to the L.T. Panel and from L.T. panel to motors of sizes as mentioned below including cable trace etc. as specified and as directed by the Engineer in charge: b) 3 core 95 sq mm
50
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Supplying, laying glanding, termination and lugging wherver with alluminium lug. PVC armoured alluminium cable of approved brand ISI make equivalent from Generator to the L.T. Panel and from L.T. panel to motors of sizes as mentioned below including cable trace etc. as specified and as directed by the Engineer in charge : c) 3 core 50 sq mm
100
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Providing and laying G.I. earth plate from pits to the motorsas directed by the Engineer in charge 25 x 5mm
100
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Earthing with GI earth pipe 2 mts long 40 mm dia medium class with ISI mark,of approved brands, including accessories and providing masonry enclosure with CI/RCC cover having locking /lifting arrangement and watering pipe etc. with charcoal or coke and salt) as required as per the Earthing Drawing provided by the Engineer-Incharge.The scope of work includes the following: a) Excavation of pit of size 1.0x1.0x 2.0 mtrs(min) and disposal of excavated soil. b) Class B GI pipe, 40mm diameter as per specifications. c) Charcoal/salt for pipe earth electrode as required( 65 Kgs of Charcoal and 5 Kgs of Salt). d) Refilling the pit of size 1.0x1.0x 2.0 mtrs(min) with soft black soil of minimum resistivity i/c transportation. e)Masonary chamber with proper foundation, cover plate and locking arrangement. f) Testing of earth value with earth megger and certifications of its value. Aluminium tag with embossed earthing value to be attached to the pipe. g)watering arrangement(plumbing will be paid seperately). (a) In soily strata
4
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Providing, fixing testing and commissioning 256KW / 320 KVA Silent diesel generating set with CPCB II approved acoustic enclosure comprising of "Cummins" model QSL9-G7, radiator cooled,diesel engine developing 382 BHPat 1500 RPM, complete with standard accessories coupled to " Stamford" alternator rated at 256 KW / 320KVA at 415 Volts, mounted on sheet metal base frame complete having fuel tank of 450 ltrs capacity with manual control panel and 2 no. 12V battery etc complete as specified and as directed by Engineer-in - charge including all statutory approvals from electrical inspector.
1
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Designing,fabricating,erecting,testing & commissioning of 7.5 MT capacity Single Girder EOT Crane with electrical / mechanical operation for Span of 10 mts, Lift of 10 Mts, Shroded Bus bar and Long Travel Rails for Bay length of 11 Mtrs including providing and fixing of rail for free horrizontal movement including the cost of all accessories, drawing and specification etc. complete as specified and as directed by Engineer In Charge.
1
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Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area.
6
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Earthwork in excavation by mechanical/manual means in all types of strata comprising any of the materials such as soil, sand, clay, silt, gravel moorum of all varities shingles, pebbles, all types of conglomerates, laterite rock, soft rock ordinary or disintegrated rock, weathered ,fissured/shattered decomposed rock and all such other materials either in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted inclusive of chiseling, wedging etc in all conditions such as dry, moist, saturated submerged, foul conditions etc including setting out construction of shoring and bracing removal of stumps and other deleterious matter, dressing of sides and bottom & back filling the excavated earth to the extent required and disposing of the surplus excavated/rock as directed by the Engineer in charge etc for all lead and lifts etc as specified and directed etc all complete.
1125
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Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
16
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Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: All works upto plinth level
12
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Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinforcement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) All works upto plinth level
166
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Centering and shuttering including struttings, propping etc. and removal of formwork for : Foundations, footings, bases for columns and mass concrete.
303
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Providing and laying upto floor five level precast cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggregate 20 mm nominal size) including hoisting and setting in position in cement mortar 1:3 (1cement : 3 Coarse sand) including smooth finishing the exposed surfaces, with cement mortar 1:3 (1 cement: 3 fine sand) including centering and shuttering etc. String courses, copings, bed plates, anchor blocks, plain window sills and the like.
1
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Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.) ) (Confirming to IS 1786 of 1986) for RCC work(conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member.
8400
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Supplying at store or site of work including railway freight, carting, loading and unloading, stacking etc. Centrifugally cast, (spun) ductile iron pressure pipes(with socket/spigot ends) conforming to IS : 8329-2000 with cement mortar lining inside the pipe and outside zinc coat as per IS : 8329-2000 with up to date amendments suitable for jointing with rubber gasket known as TYTON joints. Class K-9 .Nominal Diameter in mm 700
300
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Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. Cast iron double flanged manually operated Sluice Valve, generally conforming to IS:14846 - 2000, having body, door, dome, wedge in graded cast iron to IS:210 Gr. FG 200, four faces and spindle nut of leaded tin bronze to IS:318 Gr. LTB 2, inside screw of non-rising stainless steel AISI 410 ,spindle, flanges drilled to IS:1538 Table 4 & 6. Valves tested by closed end method only (350mm and above will be fitted with BTB and Spur gear box and back seat bush.) etc complete TYPE P.N. 1.6 (Class A ) : m) 500mm
2
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Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. Cast iron double flanged manually operated Sluice Valve, generally conforming to IS:14846 - 2000, having body, door, dome, wedge in graded cast iron to IS:210 Gr. FG 200, four faces and spindle nut of leaded tin bronze to IS:318 Gr. LTB 2, inside screw of non-rising stainless steel AISI 410 ,spindle, flanges drilled to IS:1538 Table 4 & 6. Valves tested by closed end method only (350mm and above will be fitted with BTB and Spur gear box and back seat bush.) etc complete TYPE P.N. 1.6 (Class A ) : L) 300mm
1
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Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. Cast iron double flanged manually operated Sluice Valve, generally conforming to IS:14846 - 2000, having body, door, dome, wedge in graded cast iron to IS:210 Gr. FG 200, four faces and spindle nut of leaded tin bronze to IS:318 Gr. LTB 2, inside screw of non-rising stainless steel AISI 410 ,spindle, flanges drilled to IS:1538 Table 4 & 6. Valves tested by closed end method only (350mm and above will be fitted with BTB and Spur gear box and back seat bush.) etc complete TYPE P.N. 1.6 (Class A ) : n) 150mm
1
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Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. Cast Steel single door swing check type Reflux (non return) valve havinG body bonnet in HINGE IN GRADED CAst steel i.e. ASTM A 216 Gr WCB faced with 13% cr steel. Spindle, gland sleeve SG iron, body stunds. ASTM A 193 Gr. B7, body bolts ASTM A 194 Gr 2H, Gasket in metallic spiral wound AISI 304 with graphite in the construction and testing of the valves will be as per BS 1868 & BS 6755 part I respectively. Flanged ends without bypass arrangements flanges drilled to IS 1538 table 4&6 or ANSI B 16.50 as per the requirement. Class 150 (Class A) 500 mm
2
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Supplying cast iron fittings as per IS : 1538 -1993 including sealing rubber gasket (NR) CI Compression glands and coated MS Nuts bolts. Dismantling Joint 500 mm ( delivery)
2
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Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc cast iron Tamper Proof Kinetic Air release valve, generally conforming to IS:14845, with TAMPER PROOF DESIGN OF COWL, TAMPER PROOF BOLTING, TAMPER PROOF HIGH PRESSURE ORIFICE COVER AND NIPPLE. TYPE P.N. 1.6 (Class A) 150 mm
1
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Supply at store or site of work including railway freight, carting, loading, unloading, stacking etc. Ductile Iron pipe specials including rubber ring fitting push on joints conforming to IS : 9523 with inside cement mortar lining & externally coated with zinc with finishing layer of bituminious paint complete. Double Socket Tee with Branch Flange Nominal Diameter in mm 700x300
1
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Supply at store or site of work including railway freight, carting, loading, unloading, stacking etc. Ductile Iron pipe specials including rubber ring fitting push on joints conforming to IS : 9523 with inside cement mortar lining & externally coated with zinc with finishing layer of bituminious paint complete. Double Socket Tee with Branch Flange Nominal Diameter in mm 700x150
1
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Supply at store or site of work including railway freight, carting, loading, unloading, stacking etc. Ductile Iron pipe specials including rubber ring fitting push on joints conforming to IS : 9523 with inside cement mortar lining & externally coated with zinc with finishing layer of bituminious paint complete. Double Socket Bend 90 Degree Nominal Diameter in mm 700 mm
1
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Double Socket Bend 45 Degree Nominal Diameter in mm 700 mm
5
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Double Socket Bend 22.5 Degree 700 mm
2
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Double Socket Bend 11.25 Degree 700 mm
2
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Cutting of cast iron / ductile iron pipes by mechanical grinder working on electricity, including the cost of hire charges of mechanical grinder, diesel operated electrical generator set, suitable for supplying power for the grinder for cutting, cost of grinding blades , skilled work force, fuel etc required for completion of job as per the direction of Engineer- in -charge Dia in mm 700 mm
12
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Conveying carefully from stack at site, 250m from both sides rolling and lowering in trenches, laying and jointing true to line and level and perfect linking of joints Cast iron or Ductile iron or A.C. or S & S or flanged & PVC pipes.
650
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S&S flanged/plain ended specials
2997
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Jointing of C.I/D.I pipes and specials with rubber gaskets (TYTON joints) SBR type including cleaning the socket and spigot ends with kerosene oil/below lamp and applying soft soap to socket and spigot ends before inserting for rubber gasket jacking and fixing in proper condition including cost of rubber gasket, oil, soft soap and hydraulic testing of jointing as per IS:3144-1985 Nominal diameter in mm 700 mm
70
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Making flanged joints for C.I./D.I. Pipes and specials with rubber insertion, nuts and bolts including necessary hydraulic testing etc. complete including cost of rubber insertion nuts and bolts,as directed by the engineer in-charge. Nominal diameter in mm : d) 150 mm
2
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Making flanged joints for C.I./D.I. Pipes and specials with rubber insertion, nuts and bolts including necessary hydraulic testing etc. complete including cost of rubber insertion nuts and bolts,as directed by the engineer in-charge. Nominal diameter in mm : g) 300 mm
2
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Making flanged joints for C.I./D.I. Pipes and specials with rubber insertion, nuts and bolts including necessary hydraulic testing etc. complete including cost of rubber insertion nuts and bolts,as directed by the engineer in-charge. Nominal diameter in mm : h) 350 mm
4
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Making flanged joints for C.I./D.I. Pipes and specials with rubber insertion, nuts and bolts including necessary hydraulic testing etc. complete including cost of rubber insertion nuts and bolts,as directed by the engineer in-charge. Nominal diameter in mm : k) 500 mm
6
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Making flanged joints for C.I./D.I. Pipes and specials with rubber insertion, nuts and bolts including necessary hydraulic testing etc. complete including cost of rubber insertion nuts and bolts,as directed by the engineer in-charge. Nominal diameter in mm : m) 700mm
1
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Hoisting laying cast iron sluice valves/butterfly valves/reflux valve of size given below at location in pipeline etc. complete as directed as per IS:2685-1971 CLASS I Nominal diameter in mm. 150mm
1
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Hoisting laying cast iron sluice valves/butterfly valves/reflux valve of size given below at location in pipeline etc. complete as directed as per IS:2685-1971 CLASS I Nominal diameter in mm. 300mm
1
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Hoisting laying cast iron sluice valves/butterfly valves/reflux valve of size given below at location in pipeline etc .complete as directed as per IS:2685-1971 CLASS II & III. Nominal diameter in mm. 500 mm
4
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Fixing C.I. Tamper proof Kinetic double orifice type air valve. Small orifice elastic ball resting on bronze orifice nipple and large orifice vulcanite ball resting on moulded seat ring with built in Kinetic features of isolating sluice valve of rating P.N. 1.6 with ISI mark mounted on a horizontal mounting operated by metered wheel gear suitable for working pressure of 10 kg / sq. cm Nominal diameter in mm. 150 mm
1
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Supplying stacking at site and conveying hoisting, laying in position to correct line and level and linking joints of MS Pipes, specials fabricated from MS plate including cutting, bending, welding, procurement of plates, gas cutting to required size, rolling, tack welding, assembling in suitable length to form special, welding on automatic machine and forming V edge on both ends of special as required for all works of manifold including hydraulic pressure test at factory to the required test pressure conforming to IS:3589-1991 including freight and all taxes, etc. complete with 10mm-12mm thick plate as specified and as directed by the Engineer-in-charge.
6886
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Supplying stacking at site and conveying hoisting, laying in position to correct line and level and linking joints for flanges fabricated from 25mm thick MS plate including cutting, bending, welding, procurement of plates, gas cutting to required size, rolling, tack welding, assembling in suitable length to form special, welding on automatic machine and forming V edge on both ends of special as required for all works of manifold /suction line/delivery line including hydraulic pressure test at factory to the required test pressure conforming to IS:3589-1991 including freight and all taxes, as specified and as directed by the Engineer Charge etc complete.
589
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Providing and laying three coat of anticorrosive and antitoxic surface coating for MS pipeline. The paint shall be applied after removing the scales and rust over the pipe by wire brush. Paint shall be applied uniformly to achieve uniform coating of average DFT of 60 microns per coat with the brush. 2nd coat shall be applied over the 1st coat after 8 hrs. the process shall be repeated for the 3rd coat.DFT for the final coat shall be 35 microns . Final surface shall be uniform and shall have total thickness of about 150 microns . The rate is inclusive of material , transportation up to the site of work including labour, machinery as required etc. complete . All three coats shall be of distinctive colour as approved be Engineer-in-charge.
163
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Refilling the pipeline/foundation trenches plinth sides,foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 m and all lifts and disposal of surplus earth as directed by Engineer in Charge.
700
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