Rural Water Supply And Sanitation Department Tender
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Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Costs
EMD
₹ 10,08,030Document Cost
Refer DocumentsTender Fee
₹ 5,000
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
RWSSD/2022-23/WS/WORK_INDENT41112/CALL-3Bid Award Id
ViewTender No
RWSSD/2022-23/WS/WORK_INDENT41112/CALL-3Tender Authority
Rural Water Supply And Sanitation Department ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Earth work excavation for pipeline trenchesby mechanical means above 600 mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blastingmaterials, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. Hard rock (blasting prohibited) Depth upto 1.50 m [Vol-I : Common SR 2021-2022 , Item No.1.21.5] Rock without blasting
667.8
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577406.59
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Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. PE100 (PN 6.0) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:2-10, K060 Pg.No:126] & Cost increase of 34% as per order form Office of Cheif Engineer on 05-04-2022HDPE PN-6 PE -100 a) 63 mm �
4911
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928670.1
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Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. PE100 (PN 6.0) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:2-10, K060 Pg.No:126] & Cost increase of 34% as per order form Office of Cheif Engineer on 05-04-2022HDPE PN-6 PE -100 a) 75 mm �
20134
-
4804576.42
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Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. PE100 (PN 6.0) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:2-10, K060 Pg.No:126] & Cost increase of 34% as per order form Office of Cheif Engineer on 05-04-2022HDPE PN-6 PE -100 a) 90 mm �
2838
-
881681.46
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Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. PE100 (PN 6.0) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:2-10, K060 Pg.No:126] & Cost increase of 34% as per order form Office of Cheif Engineer on 05-04-2022HDPE PN-6 PE -100 a) 110 mm �
2197
-
999063.78
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Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. PE100 (PN 6.0) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:2-10, K060 Pg.No:126] & Cost increase of 34% as per order form Office of Cheif Engineer on 05-04-2022HDPE PN-6 PE -100 a) 125 mm �
2151
-
1210582.8
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Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. PE100 (PN 6.0) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:2-10, K060 Pg.No:126] & Cost increase of 34% as per order form Office of Cheif Engineer on 05-04-2022HDPE PN-6 PE -100 a) 140 mm �
772
-
531807.64
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Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:17, K140 Pg.No:130,131] 63 MM ELECTRO FUSION COUPLER
49
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7738.08
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Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:17, K140 Pg.No:130,131]75 MM ELECTRO FUSION COUPLER
201
-
40296.48
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Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:17, K140 Pg.No:130,131]90 MM ELECTRO FUSION COUPLER
28
-
7244.16
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Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:17, K140 Pg.No:130,131]63 MM ELECTRO FUSION TEE
16
-
4408.32
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Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:17, K140 Pg.No:130,131]75 MM ELECTRO FUSION TEE
67
-
26864.32
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Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:17, K140 Pg.No:130,131]90 MM ELECTRO FUSION TEE
9
-
5322.24
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Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:17, K140 Pg.No:130,131]63 MM ELECTRO FUSION ELBOW
14
-
3872.96
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Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:17, K140 Pg.No:130,131]75MM ELECTRO FUSION ELBOW
58
-
18708.48
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Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:17, K140 Pg.No:130,131]90MM ELECTRO FUSION ELBOW
8
-
4058.88
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Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:17, K140 Pg.No:130,131] 75X63 MM ELECTRO FUSION REDUCER
50
-
15736
... More
Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:17, K140 Pg.No:130,131]90X63 MM ELECTRO FUSION REDUCER
39
-
19306.56
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Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:17, K140 Pg.No:130,131]90X75 MM ELECTRO FUSION REDUCER
7
-
3951.36
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Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:17, K140 Pg.No:130,131]3 “M.S. FLANGE
60
-
13440
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Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:17, K140 Pg.No:130,131] 65 MM COMPRESSION MTA
10
-
2240
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Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:17, K140 Pg.No:130,131]75 MM COMPRESSION MTA
40
-
16172.8
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Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:17, K140 Pg.No:130,131]90MM COMPRESSION MTA
6
-
2694.72
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Supplying and fixing kinetic AIR VALVE for automatic discharge of accumulate air during working condition, conforming to IS 14845 / EN 1074-4. Body and bonnet of DI conforming to IS-1865 of grade GGG-40/50, seals are made of approved EPDM, SS 304 float, guide and internals. Flange drilling according to IS-1538 with appurtenances. complete. Body and bonnet shall be coated with electrostatically applied epoxy powder coating with a coating thickness of 250 micron both inside and outside. [Vol-5: WS & UW SR 2021-22 Chapter: 3 Item No: 35, B083 Pg.No:75] For Air valve80mm
23
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206414.88
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Supplying and fixing kinetic AIR VALVE for automatic discharge of accumulate air during working condition, conforming to IS 14845 / EN 1074-4. Body and bonnet of DI conforming to IS-1865 of grade GGG-40/50, seals are made of approved EPDM, SS 304 float, guide and internals. Flange drilling according to IS-1538 with appurtenances. complete. Body and bonnet shall be coated with electrostatically applied epoxy powder coating with a coating thickness of 250 micron both inside and outside. [Vol-5: WS & UW SR 2021-22 Chapter: 3 Item No: 35, B083 Pg.No:75] For Air valve 100mm
2
-
19841.92
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Supply and fixing of fixed height surface box H-4057 MD-KU with PP 40% GF Lid, Housing of PA+, Locking clip of PP with Notched bolt M 12 x 130 hexagon head A2-70 for service connection valves, design derived from DIN 4057, should be supplied with Support tile I (FSL, FSS, SI). Should be able to receive class AA traffic loads. [Vol-5: WS & UW SR 2021-22 Chapter: 3 Item No: 52, B116A Pg.No:79]
5
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120052.8
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Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For Heavy Duty GI pipe: [Vol-5: WS & UW SR 2021-22 Chapter: 13 Item No:2, N020 Pg.No:142] For Roads & Drains crossing 100 mm dia
30
-
91761.6
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Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications [Vol-I : Common SR 2021-2022 , Item No.1.10] Excavated Qty (Mechanical)
92
-
201846.16
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Providing and laying reinforced cement concrete pipe NP2 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials , labour, curing complete as per specifications. Specifications. No. KSRB 1000, 2300 MOST Specification No. 1000/2300 ((PWP&IWTD SR 2018-19 Ch.No.34 It.No.34.7) For Road Crossing NP-2 150 mm dia
170
-
73117
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Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications [Vol-I : Common SR 2021-2022 , Item No.1.10] Excavated Qty (Mechanical)
9356.7
-
1278499.49
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Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, plywood / steel formwork, cost of all materials of quality, labour, Usage charges of machineries, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement shall be paid separately). PCC 1:1.5:3 using 20 mm aggregate [Vol-5: WS & UW Chapter: 8 Item No: 1.3, H010D Pg.No:107]
47.25
-
346626
... More
Providing house connection with excavation in all types of soils cutting with machine cutter without damaging the other utilities and supplying and laying of MDPE pipe (PE80) -PN 12.5 manufactured in accordance with ISO 4427 - 1996 with minimum required strength of 8 Mpa, hydraulic design stress of 6.3 Mpa and with minimum wall thickness of 2.3mm /GI pipe by making the bore of 15mm dia. size on the distribution mains using drilling bits or machines only and laying the pipe line at a depth not less than 0.45 mtrs. from the road surface, including providing 40mm dia. “A” class GI pipe as casing over the MDPE pipe from the bore point and upto the entrance of the premises and removing the stone slab covering of the drain and dismantling the size stone masonry wherever necessary and making bore in the wall of the premises. On entering the premises, connection should be continued with 20mm GI pipe by making “U” shape for the meter point below the ground level by making pit with sufficient space for the easy installation and removal of the water meter and providing vertical stand pipes on both sides of the meter. The connection should be secured firmly on thedistribution main pipe with SS / Brass ferrule of size 1/2” x 3/4” and fixing the union joint and gate valve / stop cock before the meter point and a reflex valve / non-return valve should be fixed on the connection after the meter point. (All these fixtures should be of standard quality conforming to IS).The compression fittings for MDPE pipes conforming to ISO 14236 and its latest versions. If the connection is of HDPE pipe the work include electric fusion tapping T or saddles,PE 100 black color pipie of PN 16 /SDR 11 or Higher grade conforming to standards with brass cutter,flow regurator,water tight cap with O’ring ,long spigot for making bore/tapping suitable to HDPE pipe by Electro fusion welding as per BS EN 12201-3 & EN 1555-3 standards. The Product should be tested to comply with BS 6920 for drinking water service in WRC - NSF, UK and DVGW certificate, Gemany. The Saddle should be manufactured Virgin Compounded PE 100 material.Tapping Tee or Saddles with coupler and compression fittings with cost of GI pipes, all specials such as GI tee, GI elbow, GI coupler, stopper with appurtenances, and brass or SS tap The excavated trench should be refilled with soft selected earth and the dismantled masonry of the drain should be re-constructed with available size stones in CM 1:8 and providing coping in CC 1:3:6 wherever required and the stone slab covering should be refixed in position with pointing in CM 1:3 and also the bored wall of the premises should be re-done to the original position and the rates are inclusive of the cost of all the materials, cement, sand water etc., required for these works.The road suface should be compacted well and brought to the original condition and the excess earth or debris should be disposed off to a distance with an initial lead of 10 Kms. etc. complete for The excavated trench should be refilled with soft selected earth and the dismantled masonry of the drain should be re-constructed with available size stones in CM 1:8 and providing coping in CC 1:3:6 wherever required and the stone slab covering should be refixed in position with pointing in CM 1:3 and also the bored wall of the premises should be re-done to the original position and the rates are inclusive of the cost of all the materials, cement, sand water etc., required for these works. The road suface should be compacted well and brought to the original condition and the excess earth or debris should be disposed off to a distance with an initial lead of 10 Kms. etc. complete for following diameters: (for minimum length of 2m) [Vol-5: WS & UW SR 2021-22 Chapter No.3 Item No: 23.1, B070A P no 71]
1559
-
10027737.44
... More
Supplying and fixing Multijet class B inferential type, AMR compatible water meters with IP 68 protection totalizer confoming to IS 779 with its latest amendments of following size to service connections including conveying and fixing of necessary G.I. specials with appurtenances. complete, with all lead and lift. [Vol-5: WS & UW SR 2021-22 Chapter No.3 Item No: 54.1, B118A P no 79]
1559
-
2879285.92
... More
Supply and fixing of HDPE water meter box with locking arrangement to protect the water meter of Class ‘B’ Multijet type of size 15 to 32 mm including HDPE box with base dia 300mm x lid dia 200mm x height 250mm with openable lid and the cover is buried below GL with lid flush with GL including earth work excavation for 600mm x 600mm and base sand filling for 100mm thick over which the cover is placed and enclosed by PCC 1:2:4 using 12-20mm BG jelly for an height of 150mm and refilling with excavated earth for balance 100mm height, disposal of excess earth with all lead and lifts with appurtenances complete as per drawing enclosed. [Vol-5: WS & UW SR 2021-22 Chapter No.11 Item No: 23, K200A P no 133] HDPE water meter box [Vol-5: WS & UW SR 2021-22 Chapter No.11 Item No: 23, K200A P no 133]
1559
-
888754.72
... More
Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils [Vol-I : Common SR 2021-2022 , Item No.1.4]
63.14
-
13153.32
... More
Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, plywood / steel formwork, cost of all materials of quality, labour, Usage charges of machineries, curing and all the other appurtenances required to complete the work as per technical specifications. ( The cost of steel reinforcement shall be paid separately). PCC 1:2:4 using 40 mm aggregate [Vol-5: WS & UW Chapter: 8 Item No: 1.3, H010C Pg.No:107] Plat Form Stand Post
63.14
-
406055.87
... More
Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, plywood / steel formwork, cost of all materials of quality, labour, Usage charges of machineries, curing and all the other appurtenances required to complete the work as per technical specifications. ( The cost of steel reinforcement shall be paid separately). PCC 1:2:4 using 40 mm aggregate
114.89
-
760608.56
... More
Supplying, Fitting and Placing un-coated TMT Fe 550 & above bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.[Vol-3 : Roads & Bridges SR 2021-2022 , Item No.12.55 Pg.No: 96]
4677
-
544402.8
... More
Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. [Vol-2 : Buildings SR 2021-2022 , Item No.8.2.1]
2461.66
-
697535.98
... More
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. [Vol- 2: Building SR 2021-2022, Part-III Item No.8.40 Pg No.48]
1346.98
-
135775.58
... More
Painting New Letter and Figures of any Shade with synthetic enamel paint black or any other approved colour to give an even shade complete as per specifications. (“i) Hindi (Matras commas and the like not to be measured and paid for half letter shall be counted as half) “ MORTH Specification No. 803
155900
-
121602
... More
Supplying and fixing Multijet class B inferential type, AMR compatible water meters with IP 68 protection totalizer confoming to IS 779 with its latest amendments of following size to service connections including conveying and fixing of necessary G.I. specials with appurtenances. complete, with all lead and lift. [Vol-5: WS & UW SR 2021-22 Chapter No.3 Item No: 54.1, B118A P no 79]
1270
-
2345537.6
... More
Supply and fixing of HDPE water meter box with locking arrangement to protect the water meter of Class ‘B’ Multijet type of size 15 to 32 mm including HDPE box with base dia 300mm x lid dia 200mm x height 250mm with openable lid and the cover is buried below GL with lid flush with GL including earth work excavation for 600mm x 600mm and base sand filling for 100mm thick over which the cover is placed and enclosed by PCC 1:2:4 using 12-20mm BG jelly for an height of 150mm and refilling with excavated earth for balance 100mm height, disposal of excess earth with all lead and lifts with appurtenances complete as per drawing enclosed. [Vol-5: WS & UW SR 2021-22 Chapter No.11 Item No: 23, K200A P no 133] HDPE water meter box
1270
-
724001.6
... More
Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 15 mm nominal bore [Vol-2: Buildings SR 2021-22 Chapter No.13 Item No: 13.7.1, P no 116]
1270
-
339953.6
... More
Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. For 15 mm dia GM (Copper alloy) Gate valves [Vol-5: WS & UW SR 2021-22 Chapter No.13, Item No: 16.1, N180A P no 147]
1270
-
917448
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead-Maual Means. Cement Concrete Grade M-15 & M-20 [PWD SR 2021-22, Vol :3, Chapter No:2, Item No:2.7B] PCC for foundation
3.68
-
3012.89
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead-Maual Means. Prestressed / Reinforced cement concrete grade M-20 & above [PWD SR 2021-22, Vol :3, Chapter No:2, Item No:2.7C]
57.96
-
120287.87
... More
Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils [Vol-I : Common SR 2021-2022 , Item No.1.4]
89.08
-
18557.15
... More
Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications. [Vol-5: WS & UW Chapter: 2 Item No: 9, A130A Pg.No:72]
12.72
-
22694.52
... More
Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, plywood / steel formwork, cost of all materials of quality, labour, Usage charges of machineries, curing and all the other appurtenances required to complete the work as per technical specifications. ( The cost of steel reinforcement shall be paid separately). PCC 1:3:6 using 40 mm aggregate [Vol-5: WS & UW Chapter: 8 Item No: 1.2, H010B Pg.No:107]
6.36
-
40901.41
... More
Providing and laying Reinforced cement concrete of mix design of M-25 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., complete for R. rafts, raft ring-beam, column footing, columns below ground level (exclusive cost of steel and fabrication charges) RCC M25 Design Mix with 20mm aggregate [Vol-5: WS & UW Chapter: 8 Item No: 2.1, H020A Pg.No:107]
19.42
-
180354.32
... More
Providing and laying in position Reinforced cement concrete for columns, braces and ring beam above ground level. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). RCC M30 Design Mix with 20mm aggregate [Vol-5: WS & UW Chapter: 8 Item No: 3, H030 Pg.No:108] Upto 6.00 Mtr Height
6.48
-
89457.18
... More
Providing and laying in position Reinforced cement concrete for columns, braces and ring beam above ground level. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). RCC M30 Design Mix with 20mm aggregate [Vol-5: WS & UW Chapter: 8 Item No: 3, H030 Pg.No:108] 6.00-9.00 Mtr Height
3.24
-
49827.05
... More
Providing and laying in position Reinforced cement concrete for columns, braces and ring beam above ground level. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). RCC M30 Design Mix with 20mm aggregate [Vol-5: WS & UW Chapter: 8 Item No: 3, H030 Pg.No:108] 9.00-12.00 Mtr Height
14.86
-
252493.99
... More
Providing and laying in position Reinforced cement concrete for shell portion, bottom dome / slab and ribs over the staging. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick and CM plastering 1:3 proportion 20mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications.(Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). M30 Design Mix with 20mm aggregate for level and 9 to12 m height. [Vol-5: WS & UW Chapter: 8 Item No: 5, H050 Pg.No:109]
22.53
-
555492.47
... More
Providing and laying in position Reinforced cement concrete for side walls of water tank over the staging above the ground level. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick and CM plastering 1:3 proportion 20mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications.(Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). M30 Design Mix with 20mm aggregate for level and 9 to12 m height. [Vol-5: WS & UW Chapter: 8 Item No: 6, H060 Pg.No:109]
22.4
-
582894.59
... More
Providing and laying in position Reinforced cement concrete for top dome of water tank over the staging above the ground level. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing in cement mortar 1:3, 12 mm thick for both inside and outside surface, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)) M30 Design Mix with 20mm aggregate for level and 9 to12 m height. [Vol-5: WS & UW Chapter: 8 Item No: 7.3, H070C Pg.No:109] E. Staging of 12.00m per cum
8.88
-
222861
... More
Cost of Steel TMT Bars Steel Fe 550 D and Labour charges for fabricating mild steel or torsteel bars of all sizes for reinforcement for RCC works including conveying steel to work spot with all lead including cleaning, straightening, bending, fabricating, placing in position and tieing as per design including cost of binding wire, hoisting etc. with all lifts etc. complete for: Staging 9 to 12 m height [Vol-5: WS & UW Chapter: 8 Item No: 10.3, H100C Pg.No:111]
10.29
-
1131021.23
... More
Providing and fixing M.S. ladder between landing 45 cms. wide using angle iron of following size and 20 mm M.S. bars at 25cms. centre to centre with necessary supports of same angle iron as directed including hand railing on both sides with 25mm dia G.I. pipes with angle iron props at 2 mtrs, interval and 0.5 mtr, height including fixing in ground with C.C. 1:2:4 and two coats of nonpoisonous anticorrosive bituminous paint with all lead and lift etc., complete. 65x65x8mm angle iron frame. (Item No. 4.62 Page No. 45 R.W.S SR)
36
-
174303.36
... More
Ladder inside the container: Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm ‘C’ section for ladder side channel x 25mm dia., flutal pipe for Rungs at 250mm c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M-15) bed for embedding the ladder bottom complete (Item No.4.63 Page No. 45 R.W.S SR)
9
-
31237.92
... More
Providing and fixing RCC final and ventilators as per approved design and specifications with form works and protected with wire mesh. The plinth to be of RCC circular pillars and canopy with an ornamental finish at top. The first 22.5 cms height to be covered with RCC panelling as per detailed drawings etc. with all lead and lifts and excluding reinforcement steel. For over head tanks upto 2.5 lakhs capacity. [Vol-5: WS & UW Chapter: 8 Item No: 12.1, H120A Pg.No:111]
2
-
12880
... More
Supplying and fixing 40mm dia. GI pipe medium duty pipes hand railing 3 rows fixed to RCC 1:2:4 vibrated post of 150x150mm at bottom and 100x150mm at top, placed at 2 Mtrs. intervals for a height of 750mm including curing, painting GI pipes with two coats of anticorrosive steel paint over a primer coat etc. with all lead lift etc. (The rate per meter for 3 rows of GI pipes and RCC post) [Vol-5: WS & UW Chapter: 8 Item No: 22, H230A, Pg.No:114]
38.65
-
47530.22
... More
Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc. [Vol-5: WS & UW Chapter: 8 Item No: 13, H140A Pg.No:111]
2
-
4728.64
... More
Providing and fixing gauge with iron sheet or enamelled guage plate of 3mm to 4mm thick, 0.23 M width with copper floats indicators and flexible nylone wires, painting figures with approved enamel paint etc. with all lead and lifts, complete for: Enamelled guage plate for 2.5 m depth (Extra for enamelled guage plate for every 0.5 m beyond 2.5 m depth Rs.711.0) [Vol-5: WS & UW Chapter: 8 Item No: 14.7, H150H, Pg.No:112]
2
-
12116.16
... More
Supplying and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete. For DI/CI puddle flanges of 80mm &b100mm dia. [Vol-5: WS & UW Chapter: 8 Item No: 15.1, H150H, Pg.No:112] 80 mm Dia
2
-
3418.24
... More
Supplying and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete. For DI/CI puddle flanges of 80mm &b100mm dia. [Vol-5: WS & UW Chapter: 8 Item No: 15.1, H150H, Pg.No:112] 100 mm Dia
8
-
16190.72
... More
Providing plastering in CM 1:3 proportion for RCC over head tanks, including smooth finishing, minimum 2% of approved quality water proofing compound, curing, scaffolding and giving satisfactory water proof testing as per direction etc. complete with all lead lifts etc. for side walls, shell portions, bottom doom, bottom slab and ribs etc. for: 12mm thick for exposed surfaces 9.0 to 12.0 m staging. [Vol-5: WS & UW Chapter: 8 Item No:19.3, H200C, Pg.No:113]
204.87
-
79391.22
... More
Providing two coats of water proof cement painting with approved colour and shade over one coat of primer including scrapping the surface with wire brushes etc. before removal of scaffolding for new RCC over head tanks and cleaning of paint stains wherever necessary with all lead and lifts etc. complete for: Tanks staging above 9 m and upto 12 m [Vol-5: WS & UW Chapter: 8 Item No: 20.3, H210C Pg.No:113]
536.39
-
105132.44
... More
Supplying and fixing lightening arrestor with aluminium strip 25mm x 3mm size including finial and grounding, aluminium strip to be embeded in one of the columns in and independent GI conduit of 40mm dia. pipe suitably jointed by collars with all specials with all lead and lifts etc. complete for: [WS&UW CSR 2021-22, Vol :V, Chapter No: 8, Item No:17.2, SOR CODE:H180]
2
-
23336.32
... More
Painting New Letter and Figures of any Shade with synthetic enamel paint black or any other approved colour to give an even shade complete as per specifications. (“i) Hindi ( Matras commas and the like not to be measured and paid for half letter shall be counted as half) “ MORTH Specification No. 803 (RDW&S SR 2019-20 Ch.No.15, It.No. 15.104)
2750
-
3080
... More
Providing and laying Cement concrete flooring 40 mm thick with 20 mm nominal size stone aggregate using 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry complete. [VoL:2, CSR 2021-22, Chapter No: 9, Item No:9.1]
10.38
-
4824.62
... More
Suppling Ductile Iron Push on special confirming to IS 9523:2000 - All Double Socket Duck Foot DI Bends:[WS&UW CSR 2021-22, Vol :V, Chapter No: 8, Item No:24, SOR CODE:B073] 80 X 90O
2
-
5297.6
... More
Suppling Ductile Iron Push on special confirming to IS 9523:2000 - All Double Socket Duck Foot DI Bends:[WS&UW CSR 2021-22, Vol :V, Chapter No: 8, Item No:24, SOR CODE:B073] 100 X 90O
6
-
20583.36
... More
Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DI flanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. [WS&UW CSR 2021-22, Vol :V, Chapter No: 8,Item No:16,SOR CODE:H170] 80 mm Dia
26
-
64209.6
... More
Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DI flanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. [WS&UW CSR 2021-22, Vol :V, Chapter No: 8,Item No:16,SOR CODE:H170] 100 mm Dia
90
-
295243.2
... More
Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. [WS&UW CSR 2021-22, Vol-V,Chapter No: 3 Item No:25.3 SOR CODE : B073C]
2
-
17949.12
... More
Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. [WS&UW CSR 2021-22, Vol-V,Chapter No: 3 Item No:25.3 SOR CODE : B073C]
4
-
39683.84
... More
Supply and fixing of Cast steel ASTM A 216 Gr.WCB double flanged Dual plate check valve Conforming to API 594 with latest amendments Shaft material shall be SS420/431 and spring shall be spring steel superior grade quality as detailed below of following diameters and types and conveying to work site, loading, unloading, stacking with appurtenances., complete with all lead and lift. The rates are inclusive of cost of Galvanised Bolts and Nuts: For Class 150 [Vol-5: WS & UW SR 2021-22 Chapter: 3 Item No: 28, B076 Pg.No:72] 80 mm.
4
-
18112.64
... More
Suupplying & fixing CI BlanK flange (RWS SR I.No.15.55 .1 ) 100mm dia (I.No.III(1)
4
-
1120
... More
Supplying of Rubber Insertion sheet(3mm) (RWS SR I.No.15.92)
60
-
6384
... More
Supply of Bolt & Nuts with Washers (RWS SR I.No.15.91)
100
-
8447
... More
Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils [Vol-I : Common SR 2021-2022 , Item No.1.4]
119.62
-
24919.24
... More
Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications. [Vol-5: WS & UW Chapter: 2 Item No: 9, A130A Pg.No:72]
19.94
-
35576.15
... More
Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, plywood / steel formwork, cost of all materials of quality, labour, Usage charges of machineries, curing and all the other appurtenances required to complete the work as per technical specifications. ( The cost of steel reinforcement shall be paid separately). PCC 1:3:6 using 40 mm aggregate [Vol-5: WS & UW Chapter: 8 Item No: 1.2, H010B Pg.No:107]
8.56
-
55049.7
... More
Providing and laying Reinforced cement concrete of mix design of M-25 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., complete for R. rafts, raft ring-beam, column footing, columns below ground level (exclusive cost of steel and fabrication charges) RCC M25 Design Mix with 20mm aggregate [Vol-5: WS & UW Chapter: 8 Item No: 2.1, H020A Pg.No:107]
17.4
-
161594.5
... More
Providing and laying in position Reinforced cement concrete for columns, braces and ring beam above ground level. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). RCC M30 Design Mix with 20mm aggregate [Vol-5: WS & UW Chapter: 8 Item No: 3, H030 Pg.No:108] Upto 6.00 Mtr Height
8.56
-
118171.83
... More
Providing and laying in position Reinforced cement concrete for columns, braces and ring beam above ground level. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). RCC M30 Design Mix with 20mm aggregate [Vol-5: WS & UW Chapter: 8 Item No: 3, H030 Pg.No:108] up to 7.50m to 9.00 m
2.26
-
34755.91
... More
Providing and laying in position Reinforced cement concrete for columns, braces and ring beam above ground level. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). RCC M30 Design Mix with 20mm aggregate [Vol-5: WS & UW Chapter: 8 Item No: 3, H030 Pg.No:108] up to up to 9.00 to 10.50m
6.32
-
107386.41
... More
Providing and laying in position Reinforced cement concrete for shell portion, bottom dome / slab and ribs over the staging. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick and CM plastering 1:3 proportion 20mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications.(Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). M30 Design Mix with 20mm aggregate for level and 9 to12 m height. [Vol-5: WS & UW Chapter: 8 Item No: 5, H050 Pg.No:109]
14.12
-
348138.2
... More
Providing and laying in position Reinforced cement concrete for side walls of water tank over the staging above the ground level. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick and CM plastering 1:3 proportion 20mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications.(Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). M30 Design Mix with 20mm aggregate for level and 9 to12 m height. [Vol-5: WS & UW Chapter: 8 Item No: 6, H060 Pg.No:109]
15.88
-
413230.63
... More
Providing and laying in position Reinforced cement concrete for top dome of water tank over the staging above the ground level. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing in cement mortar 1:3, 12 mm thick for both inside and outside surface, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)) M30 Design Mix with 20mm aggregate for level and 9 to12 m height. [Vol-5: WS & UW Chapter: 8 Item No: 7.3, H070C Pg.No:109] E. Staging of 12.00m per cum
6.08
-
152589.52
... More
Providing two coats of water proof cement painting with approved colour and shade over one coat of primer including scrapping the surface with wire brushes etc. before removal of scaffolding for new RCC over head tanks and cleaning of paint stains wherever necessary with all lead and lifts etc. complete for: Tanks staging above 9 m and upto 12 m [Vol-5: WS & UW Chapter: 8 Item No: 20.3, H210C Pg.No:113]
651.86
-
127764.56
... More
Cost of Steel TMT Bars Steel Fe 550 D and Labour charges for fabricating mild steel or torsteel bars of all sizes for reinforcement for RCC works including conveying steel to work spot with all lead including cleaning, straightening, bending, fabricating, placing in position and tieing as per design including cost of binding wire, hoisting etc. with all lifts etc. complete for: Staging 9 to 12 m height [Vol-5: WS & UW Chapter: 8 Item No: 10.3, H100C Pg.No:111]
7.58
-
833152.67
... More
Providing and fixing M.S. ladder between landing 45 cms. wide using angle iron of following size and 20 mm M.S. bars at 25cms. centre to centre with necessary supports of same angle iron as directed including hand railing on both sides with 25mm dia G.I. pipes with angle iron props at 2 mtrs, interval and 0.5 mtr, height including fixing in ground with C.C. 1:2:4 and two coats of nonpoisonous anticorrosive bituminous paint with all lead and lift etc., complete. 65x65x8mm angle iron frame. (Item No. 4.62 Page No. 45 R.W.S SR)
33
-
159778.08
... More
Ladder inside the container: Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm ‘C’ section for ladder side channel x 25mm dia., flutal pipe for Rungs at 250mm c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M-15) bed for embedding the ladder bottom complete (Item No.4.63 Page No. 45 R.W.S SR)
7.2
-
24990.34
... More
Providing and fixing RCC final and ventilators as per approved design and specifications with form works and protected with wire mesh. The plinth to be of RCC circular pillars and canopy with an ornamental finish at top. The first 22.5 cms height to be covered with RCC panelling as per detailed drawings etc. with all lead and lifts and excluding reinforcement steel. For over head tanks upto 2.5 lakhs capacity. [Vol-5: WS & UW Chapter: 8 Item No: 12.1, H120A Pg.No:111]
2
-
12880
... More
Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc. [Vol-5: WS & UW Chapter: 8 Item No: 13, H140A Pg.No:111]
2
-
4728.64
... More
Providing and fixing gauge with iron sheet or enamelled guage plate of 3mm to 4mm thick, 0.23 M width with copper floats indicators and flexible nylone wires, painting figures with approved enamel paint etc. with all lead and lifts, complete for: Enamelled guage plate for 2.5 m depth (Extra for enamelled guage plate for every 0.5 m beyond 2.5 m depth Rs.711.0) [Vol-5: WS & UW Chapter: 8 Item No: 14.7, H150H, Pg.No:112]
2
-
12116.16
... More
Supplying and fixing lightening arrestor with aluminium strip 25mm x 3mm size including finial and grounding, aluminium strip to be embeded in one of the columns in and independent GI conduit of 40mm dia. pipe suitably jointed by collars with all specials with all lead and lifts etc. complete for: [WS&UW CSR 2021-22, Vol :V, Chapter No: 8, Item No:17.2, SOR CODE:H180]
2
-
23336.32
... More
Supplying and fixing 40mm dia. GI pipe medium duty pipes hand railing 3 rows fixed to RCC 1:2:4 vibrated post of 150x150mm at bottom and 100x150mm at top, placed at 2 Mtrs. intervals for a height of 750mm including curing, painting GI pipes with two coats of anticorrosive steel paint over a primer coat etc. with all lead lift etc. (The rate per meter for 3 rows of GI pipes and RCC post) [Vol-5: WS & UW Chapter: 8 Item No: 22, H230A, Pg.No:114]
31.1
-
38245.54
... More
Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DI flanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. [WS&UW CSR 2021-22, Vol :V, Chapter No: 8,Item No:16,SOR CODE:H170]
116
-
286473.6
... More
Supplying and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete. For DI/CI puddle flanges of 80mm &b100mm dia. [Vol-5: WS & UW Chapter: 8 Item No: 15.1, H150H, Pg.No:112] 80 mm Dia
8
-
13672.96
... More
Suppling Ductile Iron Push on special confirming to IS 9523:2000 - All Double Socket Duck Foot DI Bends:[WS&UW CSR 2021-22, Vol :V, Chapter No: 8, Item No:24, SOR CODE:B073] 80 X 90O
8
-
21190.4
... More
Supply of rubber insertion sheet (3 mm) (RWS SR P.No.214 I.No.15.92 )
44
-
4681.6
... More
Supply of Bolt & Nuts with Washers (RWS SR P.No.214 I.No.15.91)
88
-
7433.36
... More
Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. [WS&UW CSR 2021-22, Vol-V,Chapter No: 3 Item No:25.3 SOR CODE : B073C] Size 80mm
6
-
53847.36
... More
Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m [Vol-I : Common SR 2021-2022 , Item No.1.4.1]
21.68
-
4516.38
... More
Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, plywood / steel formwork, cost of all materials of quality, labour, Usage charges of machineries, curing and all the other appurtenances required to complete the work as per technical specifications. ( The cost of steel reinforcement shall be paid separately). PCC 1:3:6 using 40 mm aggregate - [Vol-5: WS & UW Chapter: 8 Item No: 1.2, H010B Pg.No:107]
18.32
-
117816.65
... More
Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) [Vol- 2: Building SR 2021-2022 , Part-III Item No.5.2 Pg No.9]
32.56
-
204617.46
... More
Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, plywood / steel formwork, cost of all materials of quality, labour, Usage charges of machineries, curing and all the other appurtenances required to complete the work as per technical specifications. ( The cost of steel reinforcement shall be paid separately).PCC 1:1.5:3 using 20 mm aggregate - [Vol-5: WS & UW Chapter: 8 Item No: 1.4, H010D Pg.No:107]
2.72
-
19953.92
... More
Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. [Vol-2 : Buildings SR 2021-2022 , Item No.8.2.1]
110.88
-
31418.96
... More
Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m [Vol-I : Common SR 2021-2022 , Item No.1.4.1]
69.92
-
14565.73
... More
Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, plywood / steel formwork, cost of all materials of quality, labour, Usage charges of machineries, curing and all the other appurtenances required to complete the work as per technical specifications. ( The cost of steel reinforcement shall be paid separately). PCC 1:3:6 using 40 mm aggregate - [Vol-5: WS & UW Chapter: 8 Item No: 1.2, H010B Pg.No:107] For Bed concrete
5.12
-
32926.92
... More
Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, plywood / steel formwork, cost of all materials of quality, labour, Usage charges of machineries, curing and all the other appurtenances required to complete the work as per technical specifications. ( The cost of steel reinforcement shall be paid separately).PCC 1:1.5:3 using 20 mm aggregate - [Vol-5: WS & UW Chapter: 8 Item No: 1.4, H010D Pg.No:107]
21.76
-
159631.36
... More
Supplying, Fitting and Placing un-coated TMT Fe 550 & above bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. [Vol-3 : Roads & Bridges SR 2021-2022 , Item No.12.55 Pg.No: 96]
1.3
-
151323.9
... More
Cutting road surfaces for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the classifications for: [Vol-5: WS & UW SR 2021-22 Chapter: 2 Item No: 1, A105 Pg.No:63] Cement Concrete Surface
2.4
-
2556.29
... More
Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. - In all kinds of soils. Depth upto 1.50m (Manual Means) (Vol-I : Common SR 2021-2022 , Item No.1.6.1) In Ordinary Soil/Hard Soil
1366.9
-
567974.29
... More
Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. by Mechanical Means (Vol-I : Common SR 2021-2022 , Item No.1.17.1)
2961
-
643366.08
... More
Earth work excavation for pipeline trenchesby mechanical means above 600 mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blastingmaterials, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. Hard rock (blasting prohibited) Depth upto 1.50 m [Vol-I : Common SR 2021-2022 , Item No.1.21.5]
227.4
-
196619.14
... More
Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. PE80 (PN 8) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:2-10, K060 Pg.No:126] & Cost increase of 34% as per order form Office of Cheif Engineer on 05-04-2022
11247.45
-
13537880.72
... More
Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS-1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-10: [Vol-5: WS & UW SR 2021-22 Chapter: 3 Item No: 25, B073 Pg.No:71] For scour/sluice valve 150mm
6
-
95652.48
... More
Supplying and fixing kinetic AIR VALVE for automatic discharge of accumulate air during working condition, conforming to IS 14845 / EN 1074-4. Body and bonnet of DI conforming to IS-1865 of grade GGG-40/50, seals are made of approved EPDM, SS 304 float, guide and internals. Flange drilling according to IS-1538 with appurtenances. complete. Body and bonnet shall be coated with electrostatically applied epoxy powder coating with a coating thickness of 250 micron both inside and outside. [Vol-5: WS & UW SR 2021-22 Chapter: 3 Item No: 35, B083 Pg.No:75] 80mm
17
-
408179.52
... More
Supply and fixing of fixed height surface box H-4057 MD-KU with PP 40% GF Lid, Housing of PA+, Locking clip of PP with Notched bolt M 12 x 130 hexagon head A2-70 for service connection valves, design derived from DIN 4057, should be supplied with Support tile I (FSL, FSS, SI). Should be able to receive class AA traffic loads. [Vol-5: WS & UW SR 2021-22 Chapter: 3 Item No: 52, B116A Pg.No:79]
23
-
70350.56
... More
Providing and laying Ductile Iron pipes of class DI-K9 conforming to IS 8329:2000 with latest amendments, conveyiing to work site, rolling and lowering into trenches, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations, cutting of pipes wherever necessary, jointing with DI specials (excluding cost of specials) and rubber gaskets, cleaning the socket and spigot end with soap solution, applying soft soap to the socket and spigot ends before insertion of rubber gaskets, jacking and fixing in perfect conditions etc. The cost to include soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISS with all lead and lifts and cost of all jointing materials. (The contractor will make his own arrangements for water for testing. Earth work excavation in trenches to be measured and paid for seperately) Note: In sewerage projects for internal cement mortal lining ( CML ) of DI pipes, if High Alumina Cement ( HAC ) as recommended in Annexure B clause 16.3 of IS8329:2000 is considered in place of Slag or Sulphate Resistance Cement ( SRC ), the cost of pipes may be increased by 5-6% from the prices listed. [Vol-5: WS & UW SR 2021-22 Chapter: 5 Item No: 2, E020 Pg.No:85] For Roads & Drains crossing 150 mm dia DI-K9
40
-
111585.6
... More
Providing and laying reinforced cement concrete pipe NP2 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials , labour, curing complete as per specifications. Specifications. No. KSRB 1000, 2300 MOST Specification No. 1000/2300 ((PWP&IWTD SR 2018-19 Ch.No.34 It.No.34.7) 150 mm dia
40
-
17204
... More
Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications [Vol-I : Common SR 2021-2022 , Item No.1.10] Excavated Qty (Mechanical)
2961
-
404591.04
... More
Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, plywood / steel formwork, cost of all materials of quality, labour, Usage charges of machineries, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement shall be paid separately). PCC 1:1.5:3 using 20 mm aggregate [Vol-5: WS & UW Chapter: 8 Item No: 1.3, H010D Pg.No:107]
2.36
-
17312.96
... More
Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. by Mechanical Means (Vol-I : Common SR 2021-2022 , Item No.1.17.1)
164
-
68145.28
... More
Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. by Mechanical Means (Vol-I : Common SR 2021-2022 , Item No.1.17.1) Mechanical Means Dist
164
-
35633.92
... More
Cutting road surfaces for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the classifications for: [Vol-5: WS & UW SR 2021-22 Chapter: 2 Item No: 1, A105 Pg.No:63]
0.7
-
745.58
... More
Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. PE80 (PN 8) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:2-10, K060 Pg.No:126] & Cost increase of 34% as per order form Office of Cheif Engineer on 05-04-2022. Rising Main HDPE PN-8 PE 80 a)75 mm
660
-
209002.2
... More
Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. PE80 (PN 8) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:2-10, K060 Pg.No:126] & Cost increase of 34% as per order form Office of Cheif Engineer on 05-04-2022. Rising Main HDPE PN-8 PE 80 a)90mm
150
-
63484.5
... More
Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS-1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-16: [Vol-5: WS & UW SR 2021-22 Chapter: 3 Item No: 25, B073 Pg.No:71]
2
-
17949.12
... More
Supplying and fixing kinetic AIR VALVE for automatic discharge of accumulate air during working condition, conforming to IS 14845 / EN 1074-4. Body and bonnet of DI conforming to IS-1865 of grade GGG-40/50, seals are made of approved EPDM, SS 304 float, guide and internals. Flange drilling according to IS-1538 with appurtenances. complete. Body and bonnet shall be coated with electrostatically applied epoxy powder coating with a coating thickness of 250 micron both inside and outside. [Vol-5: WS & UW SR 2021-22 Chapter: 3 Item No: 35, B083 Pg.No:75]
1
-
24010.56
... More
Supply and fixing of fixed height surface box H-4057 MD-KU with PP 40% GF Lid, Housing of PA+, Locking clip of PP with Notched bolt M 12 x 130 hexagon head A2-70 for service connection valves, design derived from DIN 4057, should be supplied with Support tile I (FSL, FSS, SI). Should be able to receive class AA traffic loads. [Vol-5: WS & UW SR 2021-22 Chapter: 3 Item No: 52, B116A Pg.No:79]
3
-
9176.16
... More
Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For Medium Duty GI pipe: [Vol-5: WS & UW SR 2021-22 Chapter: 13 Item No:2, N020 Pg.No:142]
60
-
84616.8
... More
Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications [Vol-I : Common SR 2021-2022 , Item No.1.10] Excavated Qty (Mechanical)
164
-
22408.96
... More
Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, plywood / steel formwork, cost of all materials of quality, labour, Usage charges of machineries, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement shall be paid separately). PCC 1:1.5:3 using 20 mm aggregate [Vol-5: WS & UW Chapter: 8 Item No: 1.3, H010D Pg.No:107]
0.71
-
5208.56
... More
Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Clayey Soil (7 m dia. Well) [Vol-3 : Roads & Bridges SR 2021-2022 , Item No.12.7.2B Pg.No: 85] a). Depth below bed level upto 3.0 m (Rate of sinking = 0.22 m/hr)
3
-
24215.52
... More
Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Clayey Soil (7 m dia. Well) [Vol-3 : Roads & Bridges SR 2021-2022 , Item No.12.7.2B Pg.No: 85] b)Beyond 3m upto 8m depth (Rate of sinking = 0.17 m/hr)
5
-
63795.2
... More
Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Clayey Soil (7 m dia. Well) [Vol-3 : Roads & Bridges SR 2021-2022 , Item No.12.7.2B Pg.No: 85] c)Beyond 8m upto 10m depth (Rate of sinking = 0.17 m/hr)
2
-
205317.76
... More
Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Clayey Soil (7 m dia. Well) [Vol-3 : Roads & Bridges SR 2021-2022 , Item No.12.7.2B Pg.No: 85] d)From 10.0 Meters to 11.0 meters Depth-Soft Rock
1
-
54872.83
... More
Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Clayey Soil (7 m dia. Well) [Vol-3 : Roads & Bridges SR 2021-2022 , Item No.12.7.2B Pg.No: 85] e)From 11.0 Meters to 12.0 meters Depth-Soft Rock
1
-
55542.68
... More
Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Clayey Soil (7 m dia. Well) [Vol-3 : Roads & Bridges SR 2021-2022 , Item No.12.7.2B Pg.No: 85] f)From 12.0 Meters to 13.0 meters Depth-Soft Rock
1
-
56246.02
... More
Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates [Vol-I : Common SR 2021-2022 , Item No.2.3.2]
11.14
-
94144.92
... More
Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) [Vol-2: Buildings SR 2021-22 Chapter: 5, Item No: 5.2, Pg.No:9]
23.23
-
153790.03
... More
Providing and laying in position Reinforced cement concrete M30 Design Mix for vertical side walls, effluent channel baffle walls etc. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 20 mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour,centering, scaffolding, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications.(Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). [Vol-5: WS & UW Chapter: 9 Item No: 9.5, I070A Pg.No:117]
73.05
-
1091670.89
... More
Supplying, Fitting and Placing un-coated TMT Fe 550 & above bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. [Vol-3 : Roads & Bridges SR 2021-2022 , Item No.12.55 Pg.No: 96]
2.397
-
279017.99
... More
Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) [Vol-3 : Roads & Bridges SR 2021-2022 , Item No.21.E.3 Pg.No: 153
120
-
23520
... More
Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. 710.1.4.of IRC:78 and 2200 [Vol-3 : Roads & Bridges SR 2021-2022 , Item No.13.7 Pg.No: 99]
36.48
-
45147.65
... More
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding. [Vol-2: Buildings SR 2021-22 Chapter: 11, Item No: 11.34A, Pg.No:85]
2421
-
431131.68
... More
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. (Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade) [Vol-2: Buildings SR 2021-22 Chapter: 11, Item No: 11.59, Pg.No:95]
96.45
-
77237.16
... More
Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. [WS&UW CSR 2021-22, Vol :V , Chapter No: 14.7,Item No:4,SOR CODE:P130B]5.00 HP - 90 LPM @ 110 m = 10 STG Outlet Dia - 2.00
1
-
40264
... More
Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments.[WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:22.5,SOR CODE:P230D] 1x3x6 sqm
150
-
35280
... More
Supply and delivery at site of brand new best make pressure gauge bourdon type as per IS 778/1984 with ISI Mark and as per its latest amendments [WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:26.2,SOR CODE:P240B] 80 mm
1
-
644
... More
Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments [WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:27.3,SOR CODE:P250C] 80 mm
1
-
1960
... More
Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendment [WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:28.3,SOR CODE:P260C] 80mm
1
-
1948.8
... More
Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type NOTE: 1) DOL- Direct Online 2) S-D- Star Delta Starter [WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:29.2,SOR CODE:P270A] upto 6Hp pumps
1
-
10640
... More
Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets. [WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:29.2,SOR CODE:P280A]Upto 6 HP pumps
3
-
1848
... More
Supply and delivery at site delivery of best indigenous brand new MCB (Miniature Circuit Breakers) of required capacity as per IS 88228/1978 and its latest amendments and with ISI Mark of 6/10/16/20/25/40 Amps with scalable box.[WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:32,SOR CODE:P300A]
1
-
1400
... More
Supply and delivery at site 50mm(2â) dia heavy duty unplasticized PVC Column pipes with heavy duty collars,rubber profile ring,vibration control profile ring,freezing and turbulence free leak proof EPDM ring with ISI mark with its latest amendments [WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:34,SOR CODE:P320A] 31/2x10 sqm
100
-
64400
... More
Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work.[WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:38,SOR CODE:P360A]
1
-
6888
... More
Labour charges for erection of indoor type panel board and meter board units with all necessary materials and labour tools and equipments including cement concrete for foundation/bed etc,complete as per specification, with testing of as per instructions of engineer incharge of work.[WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:39,SOR CODE:P370A]
1
-
1400
... More
Labour charges for providing connection using insulated sheathed steel wire cable as per IS 1554/ 1988 with latest amendments from KPTCL pole to meter board unit, with all necessary materials ,tools and equipments,as per specificationswith testing of as per instructions of engineer incharge of work. [WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:41.2,SOR CODE:P390B].
30
-
6552
... More
Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit.[WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:42,SOR CODE:P400A]
20
-
3024
... More
Providing main connection from pole PVC insulated sheathed steel wire cable in GI pipe as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. [WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:43,SOR CODE:P410A]
10
-
896
... More
Providing,Supplying and fixing suitable for 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps,bolts,nuts and washers etc. with necessary materials and labour tools and equipments as per instructions of engineer incharge of work [WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:44.2,SOR CODE:P420B] 3�x10 Sqmm
1
-
728
... More
Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia.[WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:45,SOR CODE:P430A]
1
-
4200
... More
Supplying transfortation and errection of Concord cement concrete box type pump house of size 132 x 56 x 28 cm with two support of sizex 4 x 153 cm made of fabricated steel structure 4 mm MS wire welded together coupled with chiken mesh and provided with edge stiffners in the form of MS plates of size 20 x 3 mm with 6 mm aggregates, having thin (less than one inch) sections in general and all surfaces are painted with two coats of anti fungus paint of approved appropriate colour and shade including excavation embeding in to cement concrete of mix M20. Proportion of size 60 x 30 x 45 cm and refilling the excavated stuff with all lead and lift, loading and unloading etc complete and as per the directions of the engineer incharge of work.(PHE SR 2013-14 P.No.106, I No.1)
1
-
11642.4
... More
Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. [WS&UW CSR 2021-22, Vol :V , Chapter No: 14.7,Item No:4,SOR CODE:P130F] 4.00 HP - 245 LPM @ 42 m = 3 STG Outlet Dia - 2.50"
1
-
33107.2
... More
Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments.[WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:22.5,SOR CODE:P230D] 1x3x6 sqm
12
-
2822.4
... More
Supply and delivery at site of brand new best make pressure gauge bourdon type as per IS 778/1984 with ISI Mark and as per its latest amendments [WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:26.2,SOR CODE:P240B] 80 mm
1
-
644
... More
Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendment [WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:28.3,SOR CODE:P260C] 80mm
1
-
1960
... More
Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments [Vol-5: WS & UW SR 2021-22 Chapter No.15 Item No: 28.3, P260C P no 162]
1
-
1948.8
... More
Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type NOTE: 1) DOL- Direct Online 2) S-D- Star Delta Starter [WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:29.2,SOR CODE:P270A] upto 6Hp pumps
1
-
10640
... More
Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets. [WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:29.2,SOR CODE:P280A]Upto 6 HP pumps
3
-
1848
... More
Supply and delivery at site delivery of best indigenous brand new MCB (Miniature Circuit Breakers) of required capacity as per IS 88228/1978 and its latest amendments and with ISI Mark of 6/10/16/20/25/40 Amps with scalable box.[WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:32,SOR CODE:P300A]
1
-
1400
... More
Supply and delivery at site 50mm(2”) dia heavy duty unplasticized PVC Column pipes with heavy duty collars,rubber profile ring,vibration control profile ring,freezing and turbulence free leak proof EPDM ring with ISI mark with its latest amendments [Vol-5: WS & UW SR 2021-22 Chapter No.15 Item No: 34, P320A, P.No 163]
12
-
7728
... More
Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work.[WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:38,SOR CODE:P360A]
1
-
6888
... More
Labour charges for erection of indoor type panel board and meter board units with all necessary materials and labour tools and equipments including cement concrete for foundation/bed etc,complete as per specification, with testing of as per instructions of engineer incharge of work.[WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:39,SOR CODE:P370A]
1
-
1400
... More
Labour charges for providing connection using insulated sheathed steel wire cable as per IS 1554/ 1988 with latest amendments from KPTCL pole to meter board unit, with all necessary materials ,tools and equipments,as per specificationswith testing of as per instructions of engineer incharge of work. [WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:41.2,SOR CODE:P390B].
30
-
6552
... More
Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit.[WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:42,SOR CODE:P400A]
20
-
3024
... More
Providing main connection from pole PVC insulated sheathed steel wire cable in GI pipe as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. [Vol-5: WS & UW SR 2021-22 Chapter No.15 Item No: 43, P410A P no 164]
10
-
896
... More
Providing,Supplying and fixing suitable for 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps,bolts,nuts and washers etc. with necessary materials and labour tools and equipments as per instructions of engineer incharge of work [WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:44.2,SOR CODE:P420B] 3�x10 Sqmm
1
-
728
... More
Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia.[WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:45,SOR CODE:P430A]
1
-
4200
... More
Supplying transfortation and errection of Concord cement concrete box type pump house of size 132 x 56 x 28 cm with two support of sizex 4 x 153 cm made of fabricated steel structure 4 mm MS wire welded together coupled with chiken mesh and provided with edge stiffners in the form of MS plates of size 20 x 3 mm with 6 mm aggregates, having thin (less than one inch) sections in general and all surfaces are painted with two coats of anti fungus paint of approved appropriate colour and shade including excavation embeding in to cement concrete of mix M20. Proportion of size 60 x 30 x 45 cm and refilling the excavated stuff with all lead and lift, loading and unloading etc complete and as per the directions of the engineer incharge of work.(Approved Cost)
1
-
11642.4
... More
Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, For valve chambers
11
-
2291.52
... More
Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 For valve chambers PCC For plinth protection
0.8
-
5868.8
... More
Providing and laying in position Reinforced cement concrete of M25 Design Mix for raft, footings, beams below ground level in GLSR Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes mach For Valve chambers RCC works. Foundation Raft For valve chamber walls long wall Short wall
4.3
-
39934.27
... More
Providing and laying in position Reinforced cement concrete M30 Design Mix for vertical side walls, effluent channel baffle walls etc. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed wit
3.7
-
55293.39
... More
Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per s
14.3
-
4916.91
... More
Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of mater Plastering ceiling including slab projection
6.4
-
2021.38
... More
Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specification.
34.9
-
10983.73
... More
Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener construction Flooring
2.9
-
2351.55
... More
Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC (Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated Ventilators
0.4
-
2617.22
... More
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for M S Door
1.8
-
6953.18
... More
Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface
6.4
-
680.96
... More
Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even a Inside painting ( As item No. 6 for inside plastering)
14.3
-
1521.52
... More
Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m�) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter
34.9
-
2579.81
... More
Supplying, Fitting and Placing un-coated TMT Fe 550 & above bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. [Vol-3 : Roads & Bridges SR 2021-2022 , Item No.12.55 Pg.No: 96] For valve chambers and control room (Reinforcement 120kg per Cum of Concrete)
0.96
-
111746.61
... More
Providing and removing, centering, shuttering, strutting, propping etc and removal of form work for foundations, bases of columns for mass concrete including cost of all materials, labour complete as per specifications
3.2
-
942.59
... More
Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surfaces such as walls of any thickness including cost of all materials, labour complete as per specification.
59.5
-
24057.04
... More
Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for flat surface such as roofs, landings, balconies and likes, thickness upto 200mm including cost of all materials, labour complete as per specification. (Ground floor)
11.1
-
5072.26
... More
Filling available excavated earth (excluding rock) in sides of foundations upto plinth in layers not exceeding 20 cms. in depth, compacting each deposited layer by ramming after watering with lead upto 50m. and lift upto 1.5 m. including cost of all labour complete as per specifications. Specification. No. KBS 2.9 For valve chambers
11
-
2513.28
... More
Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including For valve chambers
10
-
4155.2
... More
Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. [Vol-II : Building SR 2021-2022 , Item No.11.28]
9.45
-
5292
... More
Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS-1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-16: [Vol-5: WS & UW SR 2021-22 Chapter: 3 Item No: 25, B073 Pg.No:71]
1
-
11353.44
... More
Supply and fixing of Cast steel ASTM A 216 Gr.WCB double flanged Dual plate check valve Conforming to API 594 with latest amendments Shaft material shall be SS420/431 and spring shall be spring steel superior grade quality as detailed below of following diameters and types and conveying to work site, loading, unloading, stacking with appurtenances., complete with all lead and lift. The rates are inclusive of cost of Galvanised Bolts and Nuts: For Class 150 [Vol-5: WS & UW SR 2021-22 Chapter: 3 Item No: 28, B076 Pg.No:72]
1
-
78169.2
... More
Supply and fixing of Cast steel ASTM A 216 Gr.WCB double flanged Dual plate check valve Conforming to API 594 with latest amendments Shaft material shall be SS420/431 and spring shall be spring steel superior grade quality as detailed below of following diameters and types and conveying to work site, loading, unloading, stacking with appurtenances., complete with all lead and lift. The rates are inclusive of cost of Galvanised Bolts and Nuts: For Class 150 [Vol-5: WS & UW SR 2021-22 Chapter: 3 Item No: 28, B076 Pg.No:72]
1
-
5252.8
... More
Supply and fixing of fixed height surface box H-4057 MD-KU with PP 40% GF Lid, Housing of PA+, Locking clip of PP with Notched bolt M 12 x 130 hexagon head A2-70 for service connection valves, design derived from DIN 4057, should be supplied with Support tile I (FSL, FSS, SI). Should be able to receive class AA traffic loads. [Vol-5: WS & UW SR 2021-22 Chapter: 3 Item No: 52,B116A Pg.No:79]
3
-
9176.16
... More
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. [Vol- 2: Building SR 2021-2022, Part-III Item No.8.40 Pg No.48] 50KL OHT
106.4
-
10725.12
... More
Painting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade complete as per specifications and as per the instruction & Directions of department engineer in charge. (“ii) English or any Local language - Hyphen and the like not to be measured and paid for “ MORTH Specification No.801. [RWS SoR 2019-20, Item No.15.105, Page No.216] 50KL OHT
23040
-
25804.8
... More
Providing two coats of water proof cement painting with approved colour and shade over one coat of primer including necessary scaffolding and scrapping of old paint and stain with wire brushes and cleaning of paint stains etc. wherever necessary for old RCC over head tanks with all lead and lifts etc. complete for: Tanks staging above 9 m and upto 12 m [Vol-5: WS & UW Chapter: 8 Item No: 21.3, H220C Pg.No:114]
726.18
-
150464.5
... More
Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to RCC structures like floor and walls of reservoirs, sewe, effluent and water treatment plants, over head tanks, etc. prepared by mixing in the ratio of 5:2 (5 parts integral crystalline slurry 2 parts water) for horizontal and vertical surfaces and applying the same from negative (internal) side with the help of synthetic fibre brush. The material shall meet the requirements as specified in ACI - 212-3R-2010 ie. by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 Bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self healing of cracks upto a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the Engineer in charge. The product performance shall carry guarantee for 10 years against any leakage. For horizontal and vertical surfaces in two coats @ 0.70 kg per sqm per coat [Vol-5: WS & UW Chapter: 9 Item No: 9.12, I140A Pg.No:118]
186.78
-
90580.83
... More
Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with: MS angle of 65 x 65 x 8mm [Vol-5: WS & UW Chapter: 8 Item No: 11.1, H110A Pg.No:111]
54
-
261455.04
... More
Ladder inside the container: Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm ‘C’ section for ladder side channel x 25mm dia., flutal pipe for Rungs at 250mm c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M-15) bed for embedding the ladder bottom complete ( PHESR page no 45 I.No, 4.63)
10.8
-
37485.5
... More
Providing and fixing RCC final and ventilators as per approved design and specifications with form works and protected with wire mesh. The plinth to be of RCC circular pillars and canopy with an ornamental finish at top. The first 22.5 cms height to be covered with RCC panelling as per detailed drawings etc. with all lead and lifts and excluding reinforcement steel. For over head tanks upto 2.5 lakhs capacity. [Vol-5: WS & UW Chapter: 8 Item No: 12.1, H120A Pg.No:111]
3
-
19320
... More
Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc. [Vol-5: WS & UW Chapter: 8 Item No: 13, H140A Pg.No:111]
3
-
7092.96
... More
Supplying and fixing lightening arrestor with aluminium strip 25mm x 3mm size including finial and grounding, aluminium strip to be embeded in one of the columns in and independent GI conduit of 40mm dia. pipe suitably jointed by collars with all specials with all lead and lifts etc. complete for: For Over Head Tanks upto 12m staging [Vol-5: WS & UW Chapter: 8 Item No: 17.3, H180C Pg.No:113] 12.00 m stage
3
-
35004.48
... More
Providing and fixing gauge with iron sheet or enamelled guage plate of 3mm to 4mm thick, 0.23 M width with copper floats indicators and flexible nylone wires, painting figures with approved enamel paint etc. with all lead and lifts, complete for: Enamelled guage plate for 2.5 m depth (Extra for enamelled guage plate for every 0.5 m beyond 2.5 m depth Rs.711.0) [Vol-5: WS & UW Chapter: 8 Item No: 14.7, H150H, Pg.No:112] 12.00 m stage
3
-
15785.28
... More
Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. For double flanged CI pipes of 80mm & 100mm dia. [Vol-5: WS & UW Chapter: 8 Item No: 16.1, H150H, Pg.No:112]80 mm.
174
-
429710.4
... More
Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN 16.0: [Vol-5: WS & UW Chapter: 8 Item No:26.2, B074B, Pg.No:72] Size 80mm
9
-
80771.04
... More
Providing two coats of water proof cement painting with approved colour and shade over one coat of primer including necessary scaffolding and scrapping of old paint and stain with wire brushes and cleaning of paint stains etc. wherever necessary for old RCC over head tanks with all lead and lifts etc. complete for: Tanks staging above 9 m and upto 12 m [Vol-5: WS & UW Chapter: 8 Item No: 21.3, H220C Pg.No:114]
261.82
-
54249.1
... More
Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to RCC structures like floor and walls of reservoirs, sewe, effluent and water treatment plants, over head tanks, etc. prepared by mixing in the ratio of 5:2 (5 parts integral crystalline slurry 2 parts water) for horizontal and vertical surfaces and applying the same from negative (internal) side with the help of synthetic fibre brush. The material shall meet the requirements as specified in ACI - 212-3R-2010 ie. by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 Bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self healing of cracks upto a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the Engineer in charge. The product performance shall carry guarantee for 10 years against any leakage. For horizontal and vertical surfaces in two coats @ 0.70 kg per sqm per coat [Vol-5: WS & UW Chapter: 9 Item No: 9.12, I140A Pg.No:118]
81.64
-
39592.13
... More
Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with: MS angle of 65 x 65 x 8mm [Vol-5: WS & UW Chapter: 8 Item No: 11.1, H110A Pg.No:111]
19
-
91993.44
... More
Ladder inside the container: Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm ‘C’ section for ladder side channel x 25mm dia., flutal pipe for Rungs at 250mm c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M-15) bed for embedding the ladder bottom complete ( PHESR page no 45 I.No, 4.63)
4.5
-
15618.96
... More
Providing and fixing RCC final and ventilators as per approved design and specifications with form works and protected with wire mesh. The plinth to be of RCC circular pillars and canopy with an ornamental finish at top. The first 22.5 cms height to be covered with RCC panelling as per detailed drawings etc. with all lead and lifts and excluding reinforcement steel. For over head tanks upto 2.5 lakhs capacity. [Vol-5: WS & UW Chapter: 8 Item No: 12.1, H120A Pg.No:111]
1
-
6440
... More
Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc. [Vol-5: WS & UW Chapter: 8 Item No: 13, H140A Pg.No:111]
1
-
2364.32
... More
Supplying and fixing lightening arrestor with aluminium strip 25mm x 3mm size including finial and grounding, aluminium strip to be embeded in one of the columns in and independent GI conduit of 40mm dia. pipe suitably jointed by collars with all specials with all lead and lifts etc. complete for: For Over Head Tanks upto 12m staging [Vol-5: WS & UW Chapter: 8 Item No: 17.3, H180C Pg.No:113] 12.00 m stage
1
-
11668.16
... More
Providing and fixing gauge with iron sheet or enamelled guage plate of 3mm to 4mm thick, 0.23 M width with copper floats indicators and flexible nylone wires, painting figures with approved enamel paint etc. with all lead and lifts, complete for: Enamelled guage plate for 2.5 m depth (Extra for enamelled guage plate for every 0.5 m beyond 2.5 m depth Rs.711.0) [Vol-5: WS & UW Chapter: 8 Item No: 14.7, H150H, Pg.No:112] 12.00 m stage
1
-
6058.08
... More
Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. For double flanged CI pipes of 80mm & 100mm dia. [Vol-5: WS & UW Chapter: 8 Item No: 16.1, H150H, Pg.No:112]80 mm.
45
-
111132
... More
Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. For double flanged CI pipes of 80mm & 100mm dia. [Vol-5: WS & UW Chapter: 8 Item No: 16.1, H150H, Pg.No:112]100 mm.
13
-
42646.24
... More
Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN 16.0: [Vol-5: WS & UW Chapter: 8 Item No:26.2, B074B, Pg.No:72] Size 80mm
2
-
17949.12
... More
Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN 16.0: [Vol-5: WS & UW Chapter: 8 Item No:26.2, B074B, Pg.No:72] Size 80mm
1
-
11353.44
... More
Providing two coats of water proof cement painting with approved colour and shade over one coat of primer including necessary scaffolding and scrapping of old paint and stain with wire brushes and cleaning of paint stains etc. wherever necessary for old RCC over head tanks with all lead and lifts etc. complete for: Tanks staging above 9 m and upto 12 m [Vol-5: WS & UW Chapter: 8 Item No: 21.3, H220C Pg.No:114]
591.86
-
122633.39
... More
Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to RCC structures like floor and walls of reservoirs, sewe, effluent and water treatment plants, over head tanks, etc. prepared by mixing in the ratio of 5:2 (5 parts integral crystalline slurry 2 parts water) for horizontal and vertical surfaces and applying the same from negative (internal) side with the help of synthetic fibre brush. The material shall meet the requirements as specified in ACI - 212-3R-2010 ie. by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 Bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self healing of cracks upto a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the Engineer in charge. The product performance shall carry guarantee for 10 years against any leakage. For horizontal and vertical surfaces in two coats @ 0.70 kg per sqm per coat [Vol-5: WS & UW Chapter: 9 Item No: 9.12, I140A Pg.No:118]
197.92
-
95983.28
... More
Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with: MS angle of 65 x 65 x 8mm [Vol-5: WS & UW Chapter: 8 Item No: 11.1, H110A Pg.No:111]
38
-
183986.88
... More
Ladder inside the container: Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm ‘C’ section for ladder side channel x 25mm dia., flutal pipe for Rungs at 250mm c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M-15) bed for embedding the ladder bottom complete ( PHESR page no 45 I.No, 4.63)
9
-
31237.92
... More
Providing and fixing RCC final and ventilators as per approved design and specifications with form works and protected with wire mesh. The plinth to be of RCC circular pillars and canopy with an ornamental finish at top. The first 22.5 cms height to be covered with RCC panelling as per detailed drawings etc. with all lead and lifts and excluding reinforcement steel. For over head tanks upto 2.5 lakhs capacity. [Vol-5: WS & UW Chapter: 8 Item No: 12.1, H120A Pg.No:111]
2
-
12880
... More
Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc. [Vol-5: WS & UW Chapter: 8 Item No: 13, H140A Pg.No:111]
2
-
4728.64
... More
Supplying and fixing lightening arrestor with aluminium strip 25mm x 3mm size including finial and grounding, aluminium strip to be embeded in one of the columns in and independent GI conduit of 40mm dia. pipe suitably jointed by collars with all specials with all lead and lifts etc. complete for: For Over Head Tanks upto 12m staging [Vol-5: WS & UW Chapter: 8 Item No: 17.3, H180C Pg.No:113] 12.00 m stage
2
-
23336.32
... More
Providing and fixing gauge with iron sheet or enamelled guage plate of 3mm to 4mm thick, 0.23 M width with copper floats indicators and flexible nylone wires, painting figures with approved enamel paint etc. with all lead and lifts, complete for: Enamelled guage plate for 2.5 m depth (Extra for enamelled guage plate for every 0.5 m beyond 2.5 m depth Rs.711.0) [Vol-5: WS & UW Chapter: 8 Item No: 14.7, H150H, Pg.No:112] 12.00 m stage
2
-
13708.8
... More
Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. For double flanged CI pipes of 80mm & 100mm dia. [Vol-5: WS & UW Chapter: 8 Item No: 16.1, H150H, Pg.No:112]80 mm.
90
-
222264
... More
Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. For double flanged CI pipes of 80mm & 100mm dia. [Vol-5: WS & UW Chapter: 8 Item No: 16.1, H150H, Pg.No:112]100 mm.
26
-
85292.48
... More
Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 â O â rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN 16.0: [Vol-5: WS & UW Chapter: 8 Item No:26.2, B074B, Pg.No:72] Size 80mm
4
-
35898.24
... More
Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 â O â rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN 16.0: [Vol-5: WS & UW Chapter: 8 Item No:26.2, B074B, Pg.No:72] Size 80mm
2
-
22706.88
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