Public Health Engineering Department Tender

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Public Health Engineering Department - PHED Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date21 Aug 2024
Closing Date10 Sep 2024
Tender Amount₹ 1,20,00,000 
Notes
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Costs

  • EMD

    ₹ 2,40,000
  • Document Cost

    ₹ 2,000
  • Tender Fee

    ₹ 2,000

Description

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BOQ Items

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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 .(Revised PHED BSR 2023 item no.2.1.5)

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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. (Revised PHED BSR 2023 item no.2.2)

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Nominal bore 200 mm dia. (Revised PHED BSR 2023 item no.2.2.1)

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1227

1227

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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 .(Revised PHED BSR 2023 item no.2.2.3)

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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. (Revised PHED BSR 2023 item no.2.3)

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Nominal bore 150 mm dia.(Revised PHED BSR 2023 item no.2.3.1)

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874

874

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Nominal bore 200 mm dia.(Revised PHED BSR 2023 item no.2.3.2)

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1263

1263

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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.(Revised PHED BSR 2023 item no.2.3.4)

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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 .(Revised PHED BSR 2023 item no.2.3.5)

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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. (Revised PHED BSR 2023 item no.2.3.6)

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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 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.(Revised PHED BSR 2023 item no.2.4)

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Nominal bore 150 mm dia.(Revised PHED BSR 2023 item no.2.4.1)

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726

726

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Nominal bore 200 mm dia.(Revised PHED BSR 2023 item no.2.4.2)

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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.(Revised PHED BSR 2023 item no.2.4.3)

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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 .(Revised PHED BSR 2023 item no.2.4.4)

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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 excluding the cost of casing pipe. The rate shall be applicable for stretch of collapsible strata only. (Revised PHED BSR 2023 item no.2.4.5)

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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.(Revised PHED BSR 2023 item no.2.5)

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Nominal bore 200 mm dia.(Revised PHED BSR 2023 item no.2.5.3)

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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. (Revised PHED BSR 2023 item no.2.6)

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Nominal Bore 150 mm dia.(Revised PHED BSR 2023 item no.2.6.2)

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1139

1139

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Nominal bore 200 mm dia.(Revised PHED BSR 2023 item no.2.6.3)

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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 .(Revised PHED BSR 2023 item no.2.6.4)

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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. (Revised PHED BSR 2023 item no.2.7)

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Nominal bore 150 mm dia.(Revised PHED BSR 2023 item no.2.7.1)

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927

927

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Nominal bore 200 mm dia.(Revised PHED BSR 2023 item no.2.7.2)

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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.

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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.

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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.

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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

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200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m)

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2734

2734

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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.

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200 mm dia nominal bore of 5.4mm thickness

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317

317

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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.

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379

379

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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.

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Up to 5.5 KW (7.5 HP) & head up to 120 mtr.

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9083

9083

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Up to 5.5 KW (7.5 HP) & head above 120 mtr.

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9628

9628

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7.5 KW (10 HP) & head up to 120 mtr.

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6844

6844

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7.5 KW (10 HP) & head above 120 mtr.

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8320

8320

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9.3 KW (12.5 HP) & head up to 120 mtr.

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5800

5800

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9.3 KW (12.5 HP) & head above 120 mtr.

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7552

7552

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11 KW (15 HP) & head up to 120 mtr.

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5614

5614

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11 KW (15 HP) & head above 120 mtr.

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6577

6577

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13 KW (17.5 HP) & head up to 120 mtr.

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5603

5603

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13 KW (17.5 HP) & head above 120 mtr.

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6400

6400

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15 KW (20 HP) and above, head up to 120 mtr.

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5580

5580

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15 KW (20 HP) and above, head above 120 mtr.

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6320

6320

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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.

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10009

10009

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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.

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Above 5 HP and up to 10 HP

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24273

24273

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Above 10 HP and up to 15 HP

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27829

27829

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Above 15 HP and up to 20 HP

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32117

32117

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Above 20 HP and up to 30 HP

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39375

39375

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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.

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3 core 4.0 Sq.mm

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189

189

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3 core 6.0 Sq.mm

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283

283

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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.

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10.0 Sq.mm, 4 core

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196

196

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16.0 Sq.mm, 4 core

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234

234

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25.0 Sq.mm, 3.5 core

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324

324

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35.0 Sq.mm, 3.5 core

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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.

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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.

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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.

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200 mm dia

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986

986

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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.

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50 mm dia

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678

678

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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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40 mm dia

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87

87

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50 mm dia

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136

136

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63 mm dia

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213

213

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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 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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50 mm dia

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11801

11801

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65 mm dia

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13350

13350

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80 mm dia

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15752

15752

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Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge.

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1106

1106

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Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes

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65 mm dia

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2506

2506

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80 mm dia

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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.

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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.

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1243

1243

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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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Manually Operated CI Sluice valve of Class PN-1.0

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80 mm HW

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6301

6301

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Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.

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M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).

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4624

4624

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Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work :

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80 mm dia. nominal bore

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712

712



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