Water Resources Department Tender
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Costs
EMD
₹ 1,86,66,010Document Cost
₹ 20,000Tender Fee
₹ 2,500
Summary
Construction Of Feeder Canal From Som Kamla Amba Dam (through Bbc Canal) To Bbsc (bhikha Bhai Sagwara Canal), Tehsil Aspur, District Dungarpur
Description
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Contact
Tender Id
2024_WRDAS_437616_1Tender No
NIT 01/2024-25 ACE ZONE BANSWARATender Authority
Water Resources Department ViewPurchaser Address
-Website
http://http://water.rajasthan.gov.in/wrd
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Documents
BOQ Items
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Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect.Hard rock not requiring blasting
5594.4
241
1348250.4
... More
Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect.Phylite and other hard rock requiring nominal blasting
5594.4
346
1935662.4
... More
Demolishing stone rubble masonry including stacking of usable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required.In cement mortar
12366.06
576
7132743.41
... More
Carriage of Materials by mechanical transport including loading, unloading and stacking , if stacking is not required no deduction is to be donestone, Aggregate, Ballast, Sand, Lime, Surkhi, Fly-ash, Morrum, Kanker etc.Lead up to 5 Km.
11995.6
163
1955282.8
... More
Fixing of Distance stone in 30x30x30 cm pit excavated in all type of strata and back filling with cement concrete (1:4:8) projected 10 cm above ground level well finished and properly cured. (Excluding cost of Distance stone)
250
250
62500
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Painting distance mark stone and lettering with light blue white or yellow un-washable paint including cost of material
250
120
30000
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Dismantling cement concrete lining including disposal of material within 50 m lead, inclusive of de-watering wherever required of thickness10.0 cm
11656.5
40
466260
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Demolishing of reinforced concrete including stacking of usable material and disposal of unuseable material within 50 m lead inclusive of de-watering wherever required.
3140.04
1030
3234555.2
... More
Dismantling cement concrete including disposal of material within 50 m lead, inclusive of de-watering wherever required.
518.16
762
394993.37
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Dismantling cement concrete lining including disposal of material within 50 m lead, inclusive of de-watering wherever required of thickness 7.50 cm
69
28
1932
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Preparation of foundation of structure including removal of all loose stones, silt and final washing. By manual labour
18839.66
23
433312.18
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Preparation of foundation of structure including removal of all loose stones, silt and final washing.By compressed air and water under pressure
7560
70
529200
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Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20 mm
4949.4
5175
25613145
... More
Side shuttering including propping etc. complete (to achieve finish F 2 for :Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc.
61635.46
220
13559801.2
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Side shuttering including propping etc. complete (to achieve finish F 2 for :Curved edges or sides of special shapes like baffle or chute blocks, end sills, Basin Block, projected copings, extended sills, curved surfaces arches, circular ducts etc.
38574.9
340
13115466
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Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove
3510.64
225
789894
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Add extra over item No. 1 c , 1d, 2 and 3 for centering and shutterring for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
38574.9
25
964372.5
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Supplying of M.S. reionforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using. Tor or ribbed bars (IS :1786-1985)
2199424.75
89
195748802.75
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Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc.
22173.02
200
4434604
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Providing and Laying in position of Cement concrete Design mix M-20 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto;
(For mix design Cement content considered 400 kg/ cum of concrete) 20 mm
653.18
6367
4158797.06
... More
Providing and Laying in position of Cement concrete Design mix M-25 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto;
(For mix design Cement content considered 420 kg/ cum of concrete) 20 mm
9.13.1 Add extra over item No. 1 to 7
(b) For each subsequent height of 3.0 meter or part thereof above initial lift of 5.0 m from ground level. (upward and downward)
22173.02
6787
150488286.74
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Cement concrete lining of nominal mix (1:3:6) with, upto 20 mm size well graded crusher broken stone aggregate laid as per specifications including all leads of all construction materials including rendering, compaction and curing etc. complete for canal bed of thickness. 10 cm
5322.45
622
3310563.9
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Supply and fixing 6 mm thick rubber water seal of approved quality in construction/contraction joints as per drawing complete in all respect. 305 mm wide
3573
675
2411775
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Providind of Rubber Seals as per IS 11855 for dams, sliuce, canals, barrage ,stop log gates etc of required size and type and specifications with testing , including all lead and lifts, packing and forwording charges for all components etc. complete in all respectRubber Seal Musical Knot, Solid Bulb with brass clading type of Size 100mm 45mm x 15 mm
143.9
3316
477172.4
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Design, Drawing, fabrication, supply, erection, testing and commissioning of Vertical lift sliding type gate with frame consisting of skin plate, sealing frame, stiffeners, horizontal and vertical girders, guide, stainless steel flat/Brass flat, rivets, wedges, lifting rods etc., with all accessories as per relevant IS code including frame and gate complete set for Canal Cross, Escape, Head regulator /Tank head regulator including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, seal fixing, tools and tackles etc., applying two coat of zinc rich epoxy primer to give dry film thickness of 70 5 microns and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thickness of 150 5 microns per coat thus total dry film thickness of all coats, including primer coating, should not be less than 350 microns., complete as per specifications and approved drawings with all lead and lifts, including packing and forwarding, transportation charges for structural steel components and other materials.
42.75
174880
7476120
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Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. 150mm NP3
200
465
93000
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Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. 600mm NP3
37.5
3098
116175
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Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. 900mm NP3
25
5941
148525
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Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. 1000mm NP3
25
7217
180425
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Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. 1200mm NP3
20
8605
172100
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Rs 175.00 per cum of concrete if computerised mobile transit mixer (i.e Fiori) is used.
44055.55
175
7709721.25
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Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:4
320
4654
1489280
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Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:4
7.8.1 Add extra over item no. 1 to 7 for
(a) Masonry work in superstructure
384
4866
1868544
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Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing and curing etc. complete including all leads of all construction materials of thickness: 20 mm
2064
339
699696
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Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 50 mm
256
320
81920
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Compaction of earth or highly weathered strataBy manually or plain roller. (density 90% of Proctor)
24840.4
25
621010
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Watering of earth including cost of carriage of water when source of water is up to 1 Km
24840.4
12
312989.04
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Re-handling of excavated material including loading unloading and dressing within initial lead of 50 m and lift of 1.5m with cost of de-watering wherever required and all applicable taxes and levies etc. complete in all respect Mixed strata muck
42893.99
108
4632550.92
... More
Providing and Laying in position of Cement concrete Nominal mix (1:2:4) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20 mm
5536.95
5727
31710112.65
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Providing and laying cast in situ plain cement concrete design mix M-15 grade for lining, using well graded crusher broken aggregate of maximum nominal size 20 mm conforming to IS-383-1970, including proportioning of the ingredients by weigh batching and mixing by mechanical mixer including finishing of concrete lining, cutting of grooves for construction joints, complete as per specification with all leads and lifts of construction material complete for canal side of thickness. 10 cm
6786
768
5211648
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Supply, laying and fixing of G.I. Chain link wire mesh of 10cm x 10cm of 8 gauge for concrete work/ concrete lining work in canal, including cutting, stepples required for fixing wire mesh strips, placing in position complete in all respect as per drawing, specification and as per direction of Engineer-in-charge
13949.04
168
2343438.72
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750micron thick HDPE Geomembrane as water proofing layer:
750 micron thick HDPE Geomembrane textured (Both side) as waterproofing layer: Supply of HDPE liner 1 mm thickness manufactured as per GRI GM 13 standards complete at site. Testing of HDPE Geo membrane should be done as per specifications of GRIGM 13 from independent approved lab.
13736.24
165
2266479.6
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Lip cutting and final dressing as per designed section including re-handling and disposal of excavated earth in layers 20 cm on embankments etc. with cost of dewatering wherever required, and complete in all respect
12496.88
34
424893.92
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Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soft rock and similar type of strata for Side slopes
12384
18
230342.4
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Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soft rock and similar type of strata for Bed
8701.8
14
125305.92
... More
MS PIPES and Specials Manufacturing, supplying, lowering, laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates I coils, confirming to IS 3589-200 I or its latest revision / amendmendment, for following thickness and inside diameter including all taxes, transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.), field joints, satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-Charge; (excluding earthwork, internal lining and outer coating).
Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Outer dia of pipe 1422 mm and thickness 12.5 mm
1200
50883
61059600
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Providing, lowering, laying and jointing in trenches bar wrapped steel cylinder pipes (BWSC) for overlapping steel welded joint as per IS: 15155-2001(amended up to date) of following class and diameter including all taxes including all taxes(central and local), transportation and freight charges, inspection charges, loading/unloading charges stacking of pipes including cost of labour and metrial special (T-bend etc.) satisfactorily hydraulic testing, disinfection etc complete as per technical specification and direction of engineer incharge (excluding earthwork) ; with E.D. exemption.
Note--Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid seperately. Factory test pressure 12 Kg /Cm 2 1400 mm
7680
36266
278522880
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Natural Sand screened and free from organic and deleterious material including all lead and lift.
8323.2
1540
12817728
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Providing and laying under drainage below canal lining consisting of porous concrete of mix ratio 1:4 (1 cement: 4 course aggregate) 75 mm diametre, 300 mm long supported by 75 mm thick layer of coarse aggregate 12.5 mm to 40 mm size and 50 mm thick layer of sand.
1746
150
261900
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Providing and laying cast in situ concrete sleepers 15 cm x 7.5 cm in bed in cement concrete (1:3:6) with maximum size of crusher broken stone aggregate upto 20 mm well graded including all leads of all construction materials including curing, finishing and form work etc. complete as per specification for: In bed
582
63
36666
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Operation and controlling including watch and ward of Head / Cross regulator gates for Feeder/main canal / distributory.
Appointing one opertor cum gauge reader per day for (24 hr.) i) Where ever there is head cum cross regulator, no separate staff would be taken.
ii) If two head/ cross regulator are within 1 km reach, no separate staff would be taken.
1080
610
658800
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Regulation and patrolling of Feeder/ Main / Branch/ Distributory and Minor canals of canal irrigation projects with their own conveyance system (Two Wheeler with POL) and mobile (with recharge pack) for communicating with site incharge or control room. including Jute rassi, Torch, Fawda etc. all T and P required for regulation. Canal Having Discharge capacity 100 cusec to 500 cusec
2880
505
1454400
... More
6.9 Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class and dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amended up to date and of following specifications: Body, disc and end cover of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per DIN 3202 F4/ IS 13095 Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic and suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 410/316 and shaft bearings- bronze/ PTET or Teflon with EPDM/NBR O ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvenised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing and jointing material, labour, testing and commissioning along with pipeline as per Technical Specification and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 6.9.1 Class PN 1.6, Manually Operated with Gear
6.9.1.14 1000 mm dia
5
750935
3754675
... More
6.8 Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class and dia complete confirfing to BS-EN-1171/ AWWA C-509 and of following specifications: Body and bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body and shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS AISI 316/ 410 Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing and jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 6.8.1 Manually Operated Resilient Seated Sluice Valves of Class PN 1.6
6.8.1.16 1000 mm dia. With Gear
1
1834316
1834316
... More
6.13 Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proof Kinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(ammended up to date) Body, High pressure cover , Low pressure cover, Cowl and Joint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, Float- LP ball and HP ball : AISI 304 stainless Steel, Seat ring and Gasket - EPDM/NBR ,HP Orifice and HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic and suitable for drinking water) coated with minimum thickness of 250 micron applied on body and cover inside and outside fastners - CS/ Galvenised steel, Outlet of big orifice will have a screen to prevent Tamper of float, with DI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended upto date) PN 1.6 ratings Valves including all mateial, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.
Note: Rates are exclusive of connecting tee, pipe piece and earth work. 6.13.1 Class PN 1.6 6.13.1.6 200 mm dia
8
55019
440152
... More
6.3 Providing, lowering, aligning, fixing in position in pipe line, CI double flanged swing type Non Return Valves (NRV) of approved make of following Pressure rating and dia complete, confirming to IS: 5312 (part -1)/ 2004 (amended up to date) and of following specifications: Body, Cover and disc of Grey cast iron of IS:210/ FG200. Face to face dimensions as per IS 5312 (part -1):2004 , Flanges Drilled as per IS:1538. Epoxy (Non-Toxic and suitable for drinking water) applied on body, cover and disc inside and outside . Body seat ring of SS/CS Door face ring - EPDM/ Neoprene (food grade quality) ,Shaft of HTB1/ SS- AISI- 410 ,Hinge Maleable cast iron / SS AISI 316/410 ,Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, Gasket EPDM/NBR ,Nut-Bolt as per IS:1363 and IS: 1367 (galvenised steel) ,Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EICincluding jointing and jointing material, labour, testing and commissioning along with pipeline as per Technical Specification and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.of approved make (IS: 5312 amended upto date) of following Class and dia complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.
Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 6.3.1 Class PN 1.0
6.3.1.12 600 mm dia
3
344059
1032177
... More
6.4 Providing, lowering, aligning, fixing in position in pipe line, CI double flanged Dual plate check valave of approved make of following Pressure rating and dia complete, as per API: 594/ API: 598 and of following specifications: Body and Cover of Grey cast iron of IS:210/ FG200 , Disc / plates - Cast steel ,Disc seal ring of EPDM/ NBR (food grade quality) ,Body seat of SS ,Face to face dimensions as per API: 594 ,Flanges Drilled as per IS:1538. Epoxy (Non-Toxic and suitable for drinking water) applied on body and cover inside and outside . Shaft/Stop Pin of SS- AISI- 304/410 , Hinge SS AISI 316/304 / CS ,Spring SS AISI 316/304 , Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR O ring seal.Nut-Bolt confirming to IS:1363 and IS: 1367 (galvenised steel) ,Insersion rubber of black EPDM 6mm thick . Suitable support structure as per directions of EIC including jointing and jointing material, labour, testing and commissioning along with pipeline as per Technical Specification and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.as per API: 594 and flanges as per ISS of approved make of following Class and dia complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer in charge.
Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 6.4.1 Class PN 1.0
6.4.1.12 600 mm dia
3
153809
461427
... More
Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect. Soft / Disintegrated rock
5.12 Add extra over item No. 1 to 5 for excavation under water for all type of strata including dewatering charges. (Quantity under water during actual work is only to be considered) Quantity of excavation below water level in foundation area during continous pump running should only be considered.
48412.72
201
9743059.9
... More
Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect.Hard rock not requiring blasting
5.12 Add extra over item No. 1 to 5 for excavation under water for all type of strata including dewatering charges. (Quantity under water during actual work is only to be considered) Quantity of excavation below water level in foundation area during continous pump running should only be considered.
18001.56
301
5422969.95
... More
Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect.Phylite and other hard rock requiring nominal blasting
5.12 Add extra over item No. 1 to 5 for excavation under water for all type of strata including dewatering charges. (Quantity under water during actual work is only to be considered) Quantity of excavation below water level in foundation area during continous pump running should only be considered.
19182.76
432
8296543.7
... More
Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect. Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank / embankment, dressing of excavated material and dewatering with all leads and lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure and royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate.
5.12 Add extra over item No. 1 to 5 for excavation under water for all type of strata including dewatering charges. (Quantity under water during actual work is only to be considered) Quantity of excavation below water level in foundation area during continous pump running should only be considered.
24002.08
557
13381159.6
... More
Excavation with line drilling, controlled blasting near structures, populated area (situated within 50m) including dewatering, loading, unloading, disposal and dressing within initial lead of 50m and lift upto 1.5m complete in all respect in dry or moist and also including compensation of damages if any , in : Phylite and other hard rock requiring nominal blasting
5.12 Add extra over item No. 1 to 5 for excavation under water for all type of strata including dewatering charges. (Quantity under water during actual work is only to be considered) Quantity of excavation below water level in foundation area during continous pump running should only be considered.
11995.6
701
8411914.5
... More
Add extra over item No. 1 to 8 for disposal of excavated material above
initial lift of 1.5m and for every additional lift of 1.5m or part there of
including loading and un- loading wherever required
5.11 Add extra over item No. 1 to 8 for disposal of excavated material above initial lift of 1.5m and for every additional lift of 1.5m or part there of including loading and un- loading wherever required
5.11 Add extra over item No. 1 to 8 for disposal of excavated material above initial lift of 1.5m and for every additional lift of 1.5m or part there of including loading and un- loading wherever required
5.11 Add extra over item No. 1 to 8 for disposal of excavated material above initial lift of 1.5m and for every additional lift of 1.5m or part there of including loading and un- loading wherever required
119956
34
4078504
... More
Providing and applying 3 LPE (3 Layer Polyethylene) coating conforming to ISO 21809-1 , DIN 30670-91 , ANSI/AWWA C2 l3-01 or CAN/CSA Z245.20-10 to external surface of M.S. Pipe comprising of a layer of fusion bonded epoxy (FBE), overlaid with PE adhesive coat with an outer layer of high density polyethylene, including preparation of surface by solvent cleaning as per ISO 8502 3, abrasive blasting to a surface finish of Grade SA 2.5 to DIN EN ISO 8501 - 1 and surface profile of 50 to 75 microns as per DIN EN ISO 8503-2. Minimum thickness of FBE shall be 200 microns and of adhesive layer shall be 200-250 microns including field joints coating at site complete as per technical specification and direction of Engineer in Charge.
Note:(i) 3LPE external surface coating on MS pipes shall be factory applied only.
(ii) Rates are for total thickness of 3LPE coating system as per DIN 30670-Table-3
(a) For pipe dia. Up to 500 mm and less than 800 mm minimum thickness of coating system 2.5-3.2 mm
(b)For pipe dia. equal and more than 800 mm minimum thickness of coating system 3.2-3.7 mm
5364
1227
6581628
... More
Providing and applying Solvent free, two pack liquid epoxy lining to internal surface of M.S. Pipe as per BS 6920:2000 and AWWA C2 I0 standard including preparation of internal surface of pipe by cleaning as per ISO 8502-3 and abrasive blasting to a surface finish to SA 2.5 to DIN, ISO 8501-1 and surface profile of 50 to 75 microns as per DIN-ISO 8503-4, including field joints coating at site complete as per technical specification and direction of Engineer in Charge. Liquid Epoxy shall be NSF/WRAS approved for drinking water. Note:
(i) Liquid epoxy lining on internal surface of MS pipe shall be factory appliedonly.
(ii) Dry Film Thickness (DFT) shall be minimum 406 microns with tolerance +200 and -0 microns.
5364
568
3046752
... More
Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor s density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.With lead beyond 250 m and up to 750 m ( Km)
5.17.2 Deduct in item no 16 (a) to (d) above if Standard Proctors density to be achived is at least 90%
24840.4
118
2943587.4
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