Public Health Engineering Department Tender
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Costs
EMD
₹ 2,20,000Document Cost
₹ 5,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2025_PHCJO_454016_1Tender No
Nit No 43/2024-25Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://phedwater.rajasthan.gov.in/
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Documents
BOQ Items
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Nominal bore 200 mm dia. (2.1.2)
1
1523
1523
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Nominal bore 250 mm dia. (2.1.3)
1
1782
1782
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Add 15% extra on above item (Item no 2.1.1 to 2.1.3) for drilling depth beyond 100 mtr and upto 200 mtr, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr.(2.1.4)
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-
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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 . (2.1.5)
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-
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Construction of Tube Well from ground level and upto 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 upto 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. (2.2)
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-
-
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Nominal bore 200 mm dia. (2.2.1)
1
1227
1227
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Nominal bore 250 mm dia. (2.2.2)
1
1384
1384
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Add 15% extra on above item (Item No 2.3.1 to 2.3.2) 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. (2.3.3)
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-
-
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Construction of tube well after completion of drilling by rotary /percussion method & upto 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 upto 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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Nominal bore 150 mm dia.
1
874
874
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Nominal bore 200 mm dia.
1
1263
1263
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Add 15% extra on above item (Item No 2.3.1 to 2.3.2) 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. (2.3.3)
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-
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Add 30% extra on above item (Item No 2.3.1 to 2.3.2) for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr . (2.3.4)
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-
-
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Add 15% extra on above item (Item No 2.3.1 to 2.3.4) 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. (2.3.5)
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-
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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 upto 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.(2.4)
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-
-
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Nominal bore 150 mm dia. (2.4.1)
1
726
726
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Nominal bore 200 mm dia. (2.4.2)
1
1089
1089
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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. (2.4.3)
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-
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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 . (2.4.4)
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-
-
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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 excudign the cost of casing pipe. The rate shall be applicable for stretch of collapsible strata only. (2.4.5)
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-
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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.(2.5)
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-
-
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Nominal bore 150 mm dia. (2.5.1)
1
487
487
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Nominal bore 200 mm dia. (2.5.2)
1
543
543
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Nominal bore 250 mm dia. (2.5.2)
1
897
897
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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 (2.6)
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-
-
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Nominal bore 125 mm dia.(2.6.1)
1
834
834
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Nominal Bore 150 mm dia (2.6.2)
1
1139
1139
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Nominal bore 200 mm dia (2.6.3)
1
1670
1670
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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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Deepening of existing tube well by DTH system beyond existing depth upto 100 mtr. and above in all type of rocks including flushing of tube well and obtaining sand free water. (2.7)
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-
-
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Nominal bore 150 mm dia. (2.7.1)
1
927
927
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Nominal bore 200 mm dia. (2.7.2)
1
1344
1344
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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. (2.8)
1
8178
8178
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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. (2.9)
1
4109
4109
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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. (2.10)
1
1456
1456
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Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of following sizes (2.11)
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-
-
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150 mm dia NB(Thickness of pipe 5.0 mm & mass of tube 20.13 Kg/m) (2.11.1)
1
1933
1933
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200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) (2.11.2)
1
2734
2734
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250 mm dia NB (Thickness of pipe 7.1 mm & mass of tube 46.57 Kg/m) (2.11.3)
1
4473
4473
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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. (2.12)
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-
-
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125 mm dia nominal bore of 4.8 mm thickness. (2.12.1)
1
176
176
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150 mm dia nominal bore of 4.8 mm thickness(2.12.2)
1
209
209
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200 mm dia nominal bore of 5.4mm thickness. (2.12.3)
1
317
317
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250 mm dia nominal bore of 7.1mm thickness. (2.12.4)
1
397
397
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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. (2.13)
1
379
379
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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. (2.14)
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-
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Up to 2.0 KW
1
16762
16762
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Above 2.0 KW
1
13050
13050
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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. (2.15)
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-
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Up to 5.5 KW (7.5 HP) & head up to 120 mtr. (2.15.1)
1
9083
9083
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Up to 5.5 KW (7.5 HP) & head above 120 mtr. (2.15.2)
1
9628
9628
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7.5 KW (10 HP) & head up to 120 mtr. (2.15.3)
1
6844
6844
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7.5 KW (10 HP) & head above 120 mtr. (2.15.4)
1
8320
8320
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9.3 KW (12.5 HP) & head up to 120 mtr. (2.15.5)
1
5800
5800
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9.3 KW (12.5 HP) & head above 120 mtr. (2.15.6)
1
7552
7552
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11 KW (15 HP) & head up to 120 mtr. (2.15.7)
1
5614
5614
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11 KW (15 HP) & head above 120 mtr. (2.15.8)
1
6577
6577
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13 KW (17.5 HP) & head up to 120 mtr. (2.15.9)
1
5603
5603
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13 KW (17.5 HP) & head above 120 mtr. (2.15.10)
1
6400
6400
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15 KW (20 HP) and above, head up to 120 mtr. (2.15.11)
1
5580
5580
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15 KW (20 HP) and above, head above 120 mtr. (2.15.12)
1
6320
6320
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Supply and Fixing of Electric feeder panel (having projected canopy)for submersible pump set Single phase upto 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. (2.16)
1
10009
10009
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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. (2.17)
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-
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Up to 5.00 HP (2.17.1)
1
13081
13081
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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. (2.18)
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-
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Above 5 HP and up to 10 HP (2.18.1)
1
24273
24273
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Above 10 HP and up to 15 HP (2.18.2)
1
27829
27829
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Above 15 HP (2.18.3)
1
32117
32117
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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. (2.19)
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-
-
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3 core 4.0 Sq.mm (2.19.1)
1
189
189
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3 core 6.0 Sq.mm (2.19.2)
1
283
283
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3 core 10.0 Sq.mm (2.19.3)
1
484
484
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3 core 16.0 Sq.mm (2.19.4)
1
722
722
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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. (2.20)
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-
-
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10.0 Sq.mm, 4 core (2.20.1)
1
196
196
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16.0 Sq.mm, 4 core (2.20.2)
1
234
234
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25.0 Sq.mm, 3.5 core (2.20.3)
1
324
324
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35.0 Sq.mm, 3.5 core (2.20.4)
1
379
379
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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. (2.21)
1
3651
3651
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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. (2.22)
1
696
696
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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.(2.23)
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-
-
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125 mm dia (2.23.1)
1
754
754
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150 mm dia (2.23.2)
1
812
812
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200 mm dia (2.23.3)
1
986
986
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250 mm dia (2.23.4)
1
1160
1160
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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. (2.24)
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-
-
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32 mm dia (2.24.1)
1
430
430
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50 mm dia (2.24.2)
1
678
678
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65 mm dia (2.24.3)
1
765
765
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80mm dia (2.24.4)
1
944
944
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Providing & Lowering in tube well ISI marked HDPE pipe as per IS 4984:1995 or amended upto 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 upto date, along with clamping of submersible cable etc. complete in all respect.(2.25)
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-
-
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40 mm dia (2.25.1)
1
87
87
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50 mm dia (2.25.2)
1
136
136
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63 mm dia (2.25.3)
1
213
213
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75 mm dia (2.25.4)
1
303
303
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90 mm dia (2.25.5)
1
430
430
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Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended upto 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.(2.26)
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-
-
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50 mm dia (2.26.1)
1
11801
11801
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65 mm dia (2.26.2)
1
13350
13350
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80 mm dia (2.26.3)
1
15752
15752
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Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. (2.27)
1
1106
1106
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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 nos of superior quality and approved make, including interconnections complete job. (2.28)
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-
-
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1000 litres capacity (2.28.1)
1
8534
8534
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2000 litres capacity (2.28.2)
1
16436
16436
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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. (2.29)
1
117
117
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Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes (2.30)
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-
-
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65 mm dia (2.30.1)
1
2506
2506
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80 mm dia (2.30.2)
1
2830
2830
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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. (2.31)
1
821
821
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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. (2.32)
1
1243
1243
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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.(2.33)
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-
-
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125 mm dia nominal bore (2.33.1)
1
347
347
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150 mm dia nominal bore (2.33.2)
1
387
387
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200 mm dia nominal bore (2.33.3)
1
551
551
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250 mm dia nominal bore (2.33.4)
1
775
775
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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. (2.34)
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-
-
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Shallow well casing pipe (CS) suitable for depth up to 80 mtr (2.34.1)
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-
-
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150 mm nominal dia ( internal dia ). (2.34.1.1)
1
475
475
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200 mm nominal dia ( internal dia ). (2.34.1.2)
1
872
872
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250 mm nominal dia ( internal dia ).(2.34.1.3)
1
1362
1362
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Medium well casing pipe (CM) suitable for depth above 80 mtr and up to 250 mtr. (2.34.2)
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-
-
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100 mm nominal dia ( internal dia ) (2.34.2.1)
1
282
282
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125 mm nominal dia ( internal dia ) (2.34.2.2)
1
450
450
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150 mm nominal dia ( internal dia )(2.34.2.3)
1
616
616
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200 mm nominal dia ( internal dia ) (2.34.2.4)
1
1114
1114
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250 mm nominal dia ( internal dia )(2.34.2.5)
1
1733
1733
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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 following dia nominal bore, with jointing material PVC coupler as per technical specification and direction of Engineer In charge. (2.35)
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-
-
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125 mm nominal dia (2.35.1)
1
328
328
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150 mm nominal dia (2.35.2)
1
581
581
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200 mm nominal dia (2.35.3)
1
955
955
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250 mm nominal dia (2.35.4)
1
1279
1279
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300 mm nominal dia (2.35.5)
1
1855
1855
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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 (2.36)
1
98
98
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Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended up to date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, 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. (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. (1.1
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-
-
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80 mm (1.1.1)
1
1408
1408
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100 mm (1.1.2)
1
1464
1464
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150 mm (1.1.3)
1
2082
2082
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Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, 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. (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.(1.2)
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-
-
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100 mm (1.2.1)
1
1670
1670
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150 mm (1.2.2)
1
2384
2384
... More
Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523- 2000 or as amended up to date, such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work). (1.3)
-
-
-
... More
A/S Tee , Bend, Reducer (All End Socketed) (1.3.1)
-
-
-
... More
Upto 300 mm Diameter (1.3.1.1)
1
145
145
... More
All end Flanged (1.3.2)
-
-
-
... More
Upto 300 mm Diameter (1.3.2.1)
1
158
158
... More
Single Flange/MJ Collar (1.3.3)
-
-
-
... More
Upto 300 mm Diameter (1.3.3.1)
1
151
151
... More
Double Flange Pipe (upto 1 mtr. length) (1.3.4)
-
-
-
... More
Upto 300 mm Diameter (1.3.4.1)
1
167
167
... More
HDPE PIPES
-
-
-
... More
Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto 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. (1.4)
-
-
-
... More
HDPE PE-80 PN-6 (1.4.1)
-
-
-
... More
75 mm dia (1.4.1.1)
1
217
217
... More
90 mm dia (1.4.1.2)
1
306
306
... More
110 mm dia (1.4.1.3)
1
463
463
... More
HDPE PE-80 PN-10 (1.4.3)
-
-
-
... More
90 mm dia (1.4.3.1)
1
264
264
... More
110 mm dia (1.4.2.12
1
442
442
... More
Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto 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. (1.5)
-
-
-
... More
HDPE PE-80 PN-6 (1.5.1)
-
-
-
... More
125 mm dia
1
664
664
... More
140 mm dia
1
827
827
... More
160 mm dia
1
1041
1041
... More
HDPE PE-100 PN-6
-
-
-
... More
125 mm dia
1
573
573
... More
140 mm dia
1
713
713
... More
160 mm dia
1
897
897
... More
180 mm dia
1
1125
1125
... More
HDPE PE-80 PN-10 (1.5.3)
-
-
-
... More
125 mm dia
1
936
936
... More
140 mm dia
1
1172
1172
... More
160 mm dia
1
1514
1514
... More
HDPE PE-100 PN-10
-
-
-
... More
125 mm dia
1
796
796
... More
140 mm dia
1
996
996
... More
160 mm dia
1
1295
1295
... More
180 mm dia
1
1626
1626
... More
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 (4.1)
1
200
200
... More
Add extra for trenches for every additional lift over item no 4.1
-
-
-
... More
Above 1.5 mtr and up to 3.0 mtr.
1
20
20
... More
Above 3.0 mtr and up to 4.5 mtr.
1
39
39
... More
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 stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .: (4.3)
-
-
-
... More
Ordinary rock
1
365
365
... More
Hard rock (requiring blasting)
1
546
546
... More
Hard rock(blasting prohibited)
1
782
782
... More
Add extra for trenches for every additional lift over item no 4.3
-
-
-
... More
Above 1.5 mtr and up to 3.0 mtr.
1
37
37
... More
Above 3.0 mtr and up to 4.5 mtr.
1
73
73
... More
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.(4.5)
1
757
757
... More
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.(4.6)
-
-
-
... More
Bituminous courses
1
416
416
... More
Granular courses
1
296
296
... More
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.(4.7)
1
4678
4678
... More
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.(4.8)
-
-
-
... More
M20 grade Nominal Mix
1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
1
6162
6162
... More
Plain cement concrete pavement of M-30 Grade
1
6497
6497
... More
Removing & Re-fixing of Precast concrete interlocking blocks by manual, stacking of serviciable & 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) (4.9)
-
-
-
... More
60 mm thick.
1
275
275
... More
80 mm thick.
1
298
298
... More
100 mm thick
1
332
332
... More
Horizontal directional drilling (by trenchless technology) of suitable dia hole minimum
1.0 mtr below natural ground level in all type of soil under CC/BT roads and pulling HDPE pipes of dia up to 110 mm, which are available in the form of a coil including excavation, shoring/ strutting, preparation, maintain the thrust and including, road dismantling,excavation and refilling of drive pit and exit pit, restoration of road cut as per technical specification and scope of work.
Excluding cost of pipe line.
Note: Trenchless laying shall be done only for laying of pipe line (rising main) and road crossing of distribution pipe line under CC/BT roads. (4.10)
1
289
289
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