Public Health Engineering Department Tender
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Costs
EMD
₹ 2,40,000Document Cost
₹ 3,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_PHCJO_440761_1Bid Award Id
ViewTender No
NIT15/2024-25Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://phedwater.rajasthan.gov.in/phed
GEM & Bid Advisory Services
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BOQ Items
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(2.1.2) Nominal bore 200 mm dia.
1
1523
1523
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(2.1.3) Nominal bore 250 mm dia.
1
1782
1782
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(2.1.4) Add 15% extra on above item (Item no 2.1.1 to 2.1.3) for drilling depth beyond 100 mtr and up to 200 mtr, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr.
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(2.1.5) Add 40% extra on above item (Item no 2.1.1 to 2.1.3) for drilling depth beyond 200 mtr, rate shall be applicable for only extra depth beyond 200 mtr .
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(2.2) Construction of Tube Well from ground level and up to 100 mtr. depth to accommodate housing and assembly pipe in all type of alluvium strata, unconsolidated formation such as pebbles, boulders etc. by percussion/ rotary drilling method as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended up to date) and technical specifications for removal of overburden. The work includes the cost of lowering of casing pipe, but excludes the cost of casing pipe.
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-
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(2.2.1) Nominal bore 200 mm dia.
1
1227
1227
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(2.2.2) Nominal bore 250 mm dia.
1
1384
1384
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(2.2.3) Add 15% extra on above item (Item No 2.2.1 to 2.2.2) for drilling depth beyond 100 mtr, rate shall be applicable for only extra depth beyond 100 mtr .
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(2.3) Construction of tube well after completion of drilling by rotary /percussion method & up to 100 mtr. depth in all type of rocks by DTH system as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended up to date) and technical specifications. The work shall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe.
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-
-
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(2.3.1) Nominal bore 150 mm dia.
1
874
874
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(2.3.2) Nominal bore 200 mm dia.
1
1263
1263
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(2.3.3) Nominal bore 250 mm dia.
1
1532
1532
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(2.3.4) Add 15% extra on above item (Item No 2.3.1 to 2.3.3) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr.
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-
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(2.3.5) Add 30% extra on above item (Item No 2.3.1 to 2.3.3) for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr .
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-
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(2.3.6) Add 15% extra on above item (Item No 2.3.1 to 2.3.3) for drilling, where strata is collapsible and lowering of casing pipe is required . The work includes lowering of casing pipe, but excluding the cost of casing pipe. The rate shall be applicable for stretch of collapsible strata only.
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-
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(2.4) Construction of Tube Well up to 100 mtr. depth in all type of rocks by DTH system & over burden to accommodate casing pipe of following sizes in all types of soils & over burden including lowering of casing pipes, (if required) excluding cost of casing pipes, as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended up to date) and technical specifications. The work would be completed after obtaining sand free water. The tube well should have a through out bore as per nominal dia of casing pipe.
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-
-
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(2.4.1) Nominal bore 150 mm dia.
1
726
726
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(2.4.2) Nominal bore 200 mm dia.
1
1089
1089
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(2.4.3) Add 15% extra on above item (Item No 2.4.1 to 2.4.2) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr.
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-
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(2.4.4) Add 30% extra on above item (Item No 2.4.1 to 2.4.2) for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr .
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-
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(2.4.5) Add 15% extra on above item (Item No 2.4.1 to 2.4.4) for drilling, where strata is collapsible and lowering of casing pipe is required . The work includes lowering of casing pipe, but excluding the cost of casing pipe. The rate shall be applicable for stretch of collapsible strata only.
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-
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(2.5) Construction of tube well from ground level and up to 100 mtr. depth and above of following sizes in all types of soils in alluvium strata, unconsolidated formation such as pebbles, boulders etc. by "bailing" method and without gravel packing as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended up to date) and technical specifications. The work includes formation of cavity at bottom by development with appropriate air compressor or bailer pumping and also lowering of casing pipe but excluding cost of the casing pipe. The tube well should have a throughout bore as per nominal dia of casing pipe. The work would be completed after obtaining sand free water.
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-
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(2.5.1) Nominal bore 125 mm dia.
1
487
487
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(2.5.2) Nominal bore 150 mm dia.
1
543
543
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(2.5.3) Nominal bore 200 mm dia.
1
897
897
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(2.6) Construction of tube well from ground level and up to 100 mtr depth and above to accommodate housing assembly pipe in all type of unconsolidated formation such as pebbles, boulders, collapsible formation etc. by Odex drilling method as per IS: IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended up to date) and technical specifications. The work will include lowering of housing and strainer pipe assembly and casing shoe including cost of casing shoe, but excluding cost of the casing pipe. The work would be completed after obtaining sand free water.
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-
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(2.6.1) Nominal bore 125 mm dia.
1
834
834
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(2.6.2) Nominal Bore 150 mm dia.
1
1139
1139
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(2.6.3) Nominal bore 200 mm dia.
1
1670
1670
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(2.6.4) Add 15% extra on above item (Item No 2.6.1 to 2.6.3) for drilling depth beyond 100 mtr, rate shall be applicable for only extra depth beyond 100 mtr .
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-
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(2.7) Deepening of existing tube well by DTH system beyond existing depth up to 100 mtr. and above in all type of rocks including flushing of tube well and obtaining sand free water.
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-
-
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(2.7.1) Nominal bore 150 mm dia.
1
927
927
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(2.7.2) Nominal bore 200 mm dia.
1
1344
1344
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(2.8) Testing verticality of tube well by plumbing system and yield test and draw down test by pumping system as per IS : 2800 (Part – II) – 1979 or as per amended up to date.
1
8178
8178
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(2.9) Supplying & Packing P-gravel suitable for slot size/mesh size as suggested in IS 2800 (Part-1) 1991 or as per amended up to date.
1
4109
4109
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(2.10) Development of tube well having depth up to 250 mtr as per IS: 11189- 1985 and IS: 2800 (Part- I)- 1991 (both amended up to date) using suitable methods to give sand free water for required yield of the gravel packed tube well.
1
1696
1696
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(2.11) Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of following sizes
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-
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(2.11.1) 150 mm dia NB(Thickness of pipe 5.0 mm & mass of tube 20.13 Kg/m)
1
1933
1933
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(2.11.2) 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m)
1
2734
2734
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(2.11.3) 250 mm dia NB (Thickness of pipe 7.1 mm & mass of tube 46.57 Kg/m)
1
4473
4473
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(2.12) Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985.
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-
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(2.12.1) 125 mm dia nominal bore of 4.8 mm thickness
1
177
177
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(2.12.2) 150 mm dia nominal bore of 4.8 mm thickness
1
210
210
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(2.12.3) 200 mm dia nominal bore of 5.4mm thickness
1
319
319
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(2.12.4) 250 mm dia nominal bore of 7.1mm thickness
1
399
399
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(2.13) Providing & laying ISI marked GI Pipe Light duty ( “A” class) as per IS: 1239 for casing pipe for submersible cable external work 40 mm dia complete in all respect.
1
416
416
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(2.14) Supply & Installation of single phase ISI marked submersible motor pump set of three star or better rating of BEE and as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect.
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-
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(2.14.1) Up to 2.0 KW
1
17840
17840
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(2.14.2) Above 2.0 KW
1
13890
13890
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(2.15) Supply & Installation of 3 phase ISI marked submersible motor pump set of three star or better rating of BEE and as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect.
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-
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(2.15.1) Up to 5.5 KW (7.5 HP) & head up to 120 mtr.
1
9810
9810
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(2.15.2) Up to 5.5 KW (7.5 HP) & head above 120 mtr.
1
10550
10550
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(2.15.3) 7.5 KW (10 HP) & head up to 120 mtr.
1
7140
7140
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(2.15.4) 7.5 KW (10 HP) & head above 120 mtr.
1
8320
8320
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(2.15.5) 9.3 KW (12.5 HP) & head up to 120 mtr.
1
6490
6490
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(2.15.6) 9.3 KW (12.5 HP) & head above 120 mtr.
1
8430
8430
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(2.15.7) 11 KW (15 HP) & head up to 120 mtr.
1
6270
6270
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(2.15.8) 11 KW (15 HP) & head above 120 mtr.
1
7020
7020
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(2.15.9) 13 KW (17.5 HP) & head up to 120 mtr.
1
6020
6020
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(2.15.10) 13 KW (17.5 HP) & head above 120 mtr.
1
6400
6400
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(2.15.11) 15 KW (20 HP) and above, head up to 120 mtr.
1
5590
5590
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(2.15.12) 15 KW (20 HP) and above, head above 120 mtr.
1
6320
6320
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(2.16) Supply and Fixing of Electric feeder panel (having projected canopy)for submersible pump set Single phase up to 5 HP, comprising of DOL Starter, MCB, Indicating Light, Ammeter, Volt meter, connection plate, condensers of approved make and the panel enclosure should be made out from 18 gauge M.S. Sheet with powder coating. Panel size Height 600 mm Width 500 mm depth 250 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18" and double door including in built locking system. The legs should be embedded in M-15 cement concrete platform. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The operation of panel should be suitable for on 240 Volt AC Supply.
1
10009
10009
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(2.17) Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB, DOL starter, overload relay, ampere meter, volt meter, phase preventer, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be of minimum size 900 x 600 x 300mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18" and double door including in built locking system. The legs should be embedded in M-15 cement concrete platform. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply.
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(2.17.1) Up to 5.00 HP
1
13081
13081
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(2.18) Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay, ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be of minimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18" and double door including in built locking system. The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply.
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-
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(2.18.1) Above 5 HP and up to 10 HP
1
25192
25192
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(2.18.2) Above 10 HP and up to 15 HP
1
29204
29204
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(2.18.3) Above 15 HP and up to 20 HP
1
33236
33236
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(2.18.4) Above 20 HP and up to 30 HP
1
39375
39375
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(2.19) Supply & Fixing of ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc.
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-
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(2.19.1) 3 core 4.0 Sq.mm
1
211
211
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(2.19.2) 3 core 6.0 Sq.mm
1
314
314
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(2.19.3) 3 core 10.0 Sq.mm
1
538
538
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(2.19.4) 3 core 16.0 Sq.mm
1
802
802
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(2.2) Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.
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-
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(2.20.1) 10.0 Sq.mm, 4 core
1
230
230
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(2.20.2) 16.0 Sq.mm, 4 core
1
264
264
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(2.20.3) 25.0 Sq.mm, 3.5 core
1
343
343
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(2.20.4) 35.0 Sq.mm, 3.5 core
1
415
415
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(2.21) Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying 3 to 4 mtr. below the ground level with 20 mm dia. G.I. 'B' class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required.
1
3651
3651
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(2.22) Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set.
1
727
727
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(2.23) Supply & Fixing tube well cover of MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2" (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug.
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-
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(2.23.1) 125 mm dia
1
788
788
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(2.23.2) 150 mm dia
1
848
848
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(2.23.3) 200 mm dia
1
1030
1030
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(2.23.4) 250 mm dia
1
1212
1212
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(2.24) Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B" class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number 25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.
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-
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(2.24.1) 32 mm dia
1
430
430
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(2.24.2) 50 mm dia
1
678
678
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(2.24.3) 65 mm dia
1
765
765
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(2.24.4) 80mm dia
1
944
944
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(2.25) Providing & Lowering in tube well ISI marked HDPE pipe as per IS 4984:1995 or amended up to date in PE 80 grade and class PN 10 of following dia. including HDPE/GI fittings and PVC rope confirming to IS 5175:1992 or amended up to date, along with clamping of submersible cable etc. complete in all respect.
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-
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(2.25.1) 40 mm dia
1
96
96
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(2.25.2) 50 mm dia
1
148
148
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(2.25.3) 63 mm dia
1
235
235
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(2.25.4) 75 mm dia
1
332
332
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(2.25.5) 90 mm dia
1
472
472
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(2.26) Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended up to date of approved make including cost of all material and labour as per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia.
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-
-
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(2.26.1) 50 mm dia
1
11801
11801
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(2.26.2) 65 mm dia
1
13350
13350
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(2.26.3) 80 mm dia
1
15752
15752
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(2.27) Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge.
1
1106
1106
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(2.28) Providing and Fixing of ISI marked PVC storage tank of following capacity as per IS: 12701-1989 (of approved make) with cover, 25 mm dia. 1 mtr long GI overflow pipe, 25 cm long 25 mm dia washout GI pipe with plug & socket, including P&F 32 mm dia Ball Cock (Float valve) IS 1703 marked with rod and PVC ball complete with brass weight 1000 gm, including P&F 15mm dia CI quarter turn heavy duty Bib Cocks four no's of superior quality and approved make, including interconnections complete job.
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-
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(2.28.1) 1000 litres capacity
1
8534
8534
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(2.28.2) 2000 litres capacity
1
16436
16436
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(2.29) Fabrication & Fixing M.S. Stand of specified class of angle iron L-shaped of 50 mm size with four legs grouted by 300*300*300 mm CC Block M-15 in the ground and all legs tied up with each other through same size of angle iron along with cross bars to support the bottom of 1000 Ltr./ 2000 Ltr. PVC tank complete in all respect.
1
117
117
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(2.3) Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes
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-
-
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(2.30.1) 65 mm dia
1
2644
2644
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(2.30.2) 80 mm dia
1
3192
3192
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(2.31) Proving and Fixing 32 mm dia Full way valve or wheel valve as per IS:778 or amended up to date of approved make, on pump delivery pipe.
1
832
832
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(2.32) Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg. including all jointing material as per specification with safety cover.
1
1243
1243
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(2.33) Construction of bore hole for shallow depth tube well from ground level to required depth for following size for all type of relevant strata by percussion/ rotary drilling/ hand boring method excluding cost of casing pipe. The bore hole should be as per nominal bore of PVC casing pipe. The work will be complete after obtaining sand free water.
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-
-
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(2.33.1) 125 mm dia nominal bore
1
347
347
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(2.33.2) 150 mm dia nominal bore
1
387
387
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(2.33.3) 200 mm dia nominal bore
1
551
551
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(2.33.4) 250 mm dia nominal bore
1
775
775
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(2.34) Providing and Lowering of ISI mark PVC-U casing and screen pipe as per IS : 12818 : 2010 or amended up to date having pipe thickness as per IS code suitable for TW and DCB with threading , winding with superior quality of plastic mesh & rope in three layers with end cap complete as per technical specification and direction of Engineer In charge.
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-
-
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(2.34.1) Shallow well casing pipe (CS) suitable for depth up to 80 mtr.
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-
-
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(2.34.1.1) 150 mm nominal dia ( internal dia ).
1
475
475
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(2.34.1.2) 200 mm nominal dia ( internal dia ).
1
872
872
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(2.34.1.3) 250 mm nominal dia ( internal dia ).
1
1362
1362
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(2.34.2) Medium well casing pipe (CM) suitable for depth above 80 mtr and up to 250 mtr.
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-
-
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(2.34.2.1) 100 mm nominal dia ( internal dia )
1
282
282
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(2.34.2.2) 125 mm nominal dia ( internal dia )
1
450
450
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(2.34.2.3) 150 mm nominal dia ( internal dia )
1
616
616
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(2.34.2.4) 200 mm nominal dia ( internal dia )
1
1114
1114
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(2.34.2.5) 250 mm nominal dia ( internal dia )
1
1733
1733
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(2.35) Supply of ISI mark AC pressure pipe class 15 manufactured by MAZZA Process as per IS:1592-2003 or amended up to date, for casing of tube well for fo9llowing dia nominal bore, with jointing material PVC coupler as per technical specification and direction of Engineer in charge.
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-
-
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(2.35.3) 200 mm nominal dia
1
955
955
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(2.35.4) 250 mm nominal dia
1
1304
1304
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(2.35.5) 300 mm nominal dia
1
1892
1892
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(2.36) Making slots of hole size and Nos. as directed by EIC in AC pressure pipe Class 15 as per technical specification for using slotted pipe in TW casing.
1
98
98
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(1.4) Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended up to date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) . Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.
Supply may be in coil or straight length in 6 M/12 M.
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-
-
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(1.4.1) HDPE PE-80 PN-6
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-
-
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(1.4.1.1) 75 mm dia
1
248
248
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(1.4.1.2) 90 mm dia
1
344
344
... More
(1.4.1.3) 110 mm dia
1
516
516
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(1.5) Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended up to date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.
Supply of pipe shall be in straight length in 6/12 M.
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-
-
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(1.5.1) HDPE PE-80 PN-6
-
-
-
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(1.5.1.1) 125 mm dia
1
687
687
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(1.5.1.2) 140 mm dia
1
862
862
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(1.5.1.3) 160 mm dia
1
1087
1087
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(1.5.1.4) 180 mm dia
1
1369
1369
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(1.5.1.5) 200 mm dia
1
1640
1640
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(1.5.1.6) 225 mm dia
1
2075
2075
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(1.15) Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge.
-
-
-
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(1.15.1) MS pipe specials up to 600mm dia (with minimum 5mm thickness sheet)
1
126
126
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(4.1) Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:
All kinds of soil
1
204
204
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(4.2) Add extra for trenches for every additional lift over item no 4.1
-
-
-
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(4.2.1) Above 1.5 mtr and up to 3.0 mtr.
1
20
20
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(4.2.2) Above 3.0 mtr and up to 4.5 mtr.
1
41
41
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(4.5) Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work.
1
757
757
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(4.6) Dismantling of flexible pavement for pipe line line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work.
-
-
-
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(4.6.1) Bituminous courses
1
416
416
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(4.6.2) Granular courses
1
296
296
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(4.7) Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work.
1
4811
4811
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(4.8) Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work.
-
-
-
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(4.8.1) M20 grade Nominal Mix
1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
1
6730
6730
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(4.8.2) Plain cement concrete pavement of M-30 Grade
1
7237
7237
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(4.9) Removing & Re-fixing of Precast concrete interlocking blocks for laying of pipe line by manual method, stacking of serviceable & non serviceable material separately, disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlocking block and cost of required new precast concrete interlocking block against damaged, including all lead and lift as per Technical specifications. (Interlocking block manufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001 Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm)
-
-
-
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(4.9.1) 60 mm thick.
1
275
275
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(4.9.2) 80 mm thick.
1
298
298
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(4.9.3) 100 mm thick
1
332
332
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(4.12) Removing & Re-fixing of Bricks Kharbanja road by manual means for laying of pipe line, stacking of serviceable & unserviceable material separately, disposal of dismantled material lead upto 50 mtr. The Bricks interlocking be laid on average 12 mm thick bed of mud mortar and the joints to be filled with pointing in cement mortar 1:3. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the direction of Engineer in charge. The rates are inclusive of fixing of minimum 70 percent reusable Bricks and cost of required new First class FPS bricks (min. 10.5 Mpa) in place of damaged bricks, all lead and lift as per Technical Specifications and direction of Engineer in Charge.
-
-
-
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(4.12.1) Horizontal aligned Bricks
1
212
212
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(4.12.2) Vertical aligned Bricks
1
230
230
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(6.1) Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves straight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel Insertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
-
-
-
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(6.1.1) Manually Operated CI Sluice valve of Class PN-1.0
-
-
-
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(6.1.1.1) 80 mm HW
1
6397
6397
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(6.1.1.2) 100 mm HW
1
9096
9096
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(6.1.1.3) 125 mm HW
1
11701
11701
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(6.3) Providing, lowering, aligning, fixing in position in pipe line, CI double flanged swing type Non Return Valves (NRV) of approved make of following Pressure rating & dia complete, confirming to IS: 5312 (part -1)/ 2004 (amended up to date) and of following specifications: Body, Cover & disc of Grey cast iron of IS:210/ FG200. Face to face dimensions as per IS 5312 (part -1):2004 , Flanges Drilled as per IS:1538. Epoxy (Non-Toxic & suitable for drinking water) applied on body, cover and disc inside and outside . Body seat ring of SS/CS Door face ring - EPDM/ Neoprene (food grade quality) ,Shaft of SS- AISI- 410 ,Hinge Malleable cast iron / SS AISI 316 ,Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, Gasket EPDM/NBR ,Nut-Bolt as per IS:1363 and IS: 1367 (galvanised steel) ,Insertion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
-
-
-
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(6.3.1) Class PN 1.0
-
-
-
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(6.3.1.1) 80 mm dia
1
6718
6718
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(6.3.1.2) 100 mm dia
1
8683
8683
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(6.3.1.3) 125 mm dia
1
11624
11624
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(6.4) Providing, lowering, aligning, fixing in position in pipe line, CI double flanged Dual plate check valve of approved make of following Pressure rating & dia complete, as per API: 594/ API: 598 and of following specifications: Body & Cover of Grey cast iron of IS:210/ FG200 , Disc / plates - Cast steel ,Disc seal ring of EPDM/ NBR (food grade quality) ,Body seat of SS ,Face to face dimensions as per API: 594 ,Flanges Drilled as per IS:1538. Epoxy (Non-Toxic & suitable for drinking water) applied on body & cover inside and outside . Shaft/Stop Pin of SS- AISI- 304/410 , Hinge SS AISI 316/304 / CS ,Spring SS AISI 316/304 , Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR "O "ring seal.Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) ,Insertion rubber of black EPDM 6mm thick . Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
-
-
-
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(6.4.1) Class PN 1.0
-
-
-
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(6.4.1.1) 80 mm dia
1
6329
6329
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(6.4.1.2) 100 mm dia
1
8138
8138
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(6.4.1.3) 125 mm dia
1
9965
9965
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(6.17) Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning Technical Specifications and as per direction of Engineer. Class PN 1.0
-
-
-
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(6.17.1) 80 mm dia
1
3258
3258
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(6.17.2) 100 mm dia.
1
3964
3964
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(6.17.3) 125 mm dia.
1
5018
5018
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(9.1) Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15 as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as per specifications and standard drawings and as directed by Engineer-in-Charge.
-
-
-
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(9.1.2) For Class-A loading
-
-
-
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(9.1.2.1) Sluice valve chamber of size1.13m x0.85m x1.27m for pipe size-upto100mm
1
29800
29800
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(9.1.2.2) Sluice valve chamber of size1.17m x0.95m x1.415m for pipe size-from 125-to-150mm
1
33500
33500
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(9.1.3) For in-campus Valve Chambers
-
-
-
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(9.1.3.1) Sluice valve chamber of size1.13m x0.85m x1.225m for pipe size-upto100mm
1
28800
28800
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(9.1.3.2) Sluice valve chamber of size1.17m x0.95m x1.37m for pipe size-from 125-to-150mm
1
32300
32300
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(Approved by CE (R) PHED Jaipur vide letter no. 1006-1008/. 15.5.2022) PVC Moulded couplter
Prioviding and fixing unplasticised- PVC moulded couplet (for jointing AC pipe provided by department) conforming to IS:1359 type A including jointing with seal ring conforming to IS: 583 as per IS-1592-2003 or amended upto date for casing of tube well for following dia nominal bore, as per technical specification and direction of Engineer in charges.
-
-
-
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(1.1) 200mm dia
1
600
600
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(1.2) 250mm dia
1
700
700
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