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Tender For Work Of Construction Of Sources, Rising Main Pipelines, Esr, Internal Village Distribution Pipeline And Fhtc Including One Year Defect Liability Period Of Village Khatauti Under Subdivision Bansur Under Jjm, bansur-Rajasthan

Public Health Engineering Department-PHED has published Tender For Work Of Construction Of Sources, Rising Main Pipelines, Esr, Internal Village Distribution Pipeline And Fhtc Including One Year Defect Liability Period Of Village Khatauti Under Subdivision Bansur Under Jjm. Submission Date for this Tender is 15-12-2022. Pipe Laying Tenders in bansur Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

34996846
Tender For Work Of Construction Of Sources, Rising Main Pipelines, Esr, Internal Village Distribution Pipeline And Fhtc Including One Year Defect Liability Period Of Village Khatauti Under Subdivision Bansur Under Jjm
Open Tender
Indian
Rajasthan
bansur
15-12-2022

Tender Details

Work Of Construction Of Sources, Rising Main Pipelines, Esr, Internal Village Distribution Pipeline And Fhtc Including One Year Defect Liability Period Of Village Khatauti Under Subdivision Bansur Under Jjm

Key Value

Document Fees
INR 3000 /-
EMD
INR 164340.0 /-
Tender Value
INR 82.17 Lakhs /-

BOQ Items

Name of Work:Work of construction of Sources, rising main pipelines, internal village distribution pipeline and FHTC including one year Defect Liability period of Village Khatauti under Panchayat Samiti Bansur under JJM in the jurisdiction of PHED Div.Behror (Alwar)
Sl. No. Item Description
1Drilling Work
2Construction of tube well from ground level & up to 100 mtr.depth to accommodate housing and assembly pipe of following sizes 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 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications with gravel as per IS:4097-1967 and its packing as per IS:2800(part1&2)1979 as amended up to date(the work includes the cost of gravel & its primary packing and packing during development,lowering of housing and strainer pipe assembly pipes with supply and wrapping of coir rope,wherever necessary for arresting fine sand particles and development work but excluding the cost of housing and strainer pipe assembly)The work would be completed after obtaining sand free water. Nominal bore 200 mm dia.
3Construction 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: IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work shall be deemed completed only afterobtaining sand free water.The bore well should have a throughout nominal size bore beyond casing pipe. Nominal bore 200 mm dia. (PHED 2021/2.3.2)
4Add 15% extra on above item (item No.2.3.1 to 2.3.2) for drilling depth beyond 100 mtr and upto 200 mtr from ground level,rate shall be applicable for only extra depth beyond 100 mtr and upto 200 mtr.(PHED 2021/2.3.3)
5Add 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.(PHED2021/2.3.4)
6Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes . 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) (PHED 2021/2.11.2)
7Supply & Fixing tube well coverof 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. 200 mm. dia.(PHED 2021/2.23.3)
8Labour 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:8110-1985.200 mm dia nominal bore. (PHED 2021/2.12.3)
9Supply & 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. (PHED 2021/2.15)
109.3 KW (12.5 HP) & head above 120 mtr. (2.15.6)
11Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc.(PHED 2021/2.19)
123 core 4.0 Sq.mm (2.19.1)
133 core 6.0 Sq.mm (2.19.2)
14Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 16.0 Sq.mm, 4 core.(PHED 2021/2.20.2)
15Providing & 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 number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. (PHED 2021/2.24)
1650 mm dia (2.24.2)
17Providing and fixing G.I. pipes complete with G.I.fittings including trenching and refilling etc.External work.80 mm dia nominal bore.(RUIDP2017/34.12.8)
18Providing & laying ISI marked GI Pipe Light duty (“A” class) as perIS: 1239for casing pipe for submersible cable external work 40 mm dia complete in all respect. (PHED 2021/2.13)
19Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes 80mm Dia (PHED 2021/2.30.2)
20Supplying & 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. (PHED 2021/2.32)
21Providing, 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 andlabouras per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia 50 mm dia (PHED 2021/ 2.26.3)
22Supply 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 ofminimum 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. (PHED 2021/ 2.18)
23Above 10 HP and upto 15 HP(2.18.2)
24Above 15 HP(2.18.3)
25Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 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. (PHED 2021/2.21)
26Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. (PHED 2021/2.27)
27RISING, DISTRIBUTION PIPELINE,& CIVIL WORK
28Providing, lowering, laying and jointing in trenches,  standard lengths HDPEISI 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 byelectro 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. HDPE PE-80PN-10 (PHED 2021/1.4.3)
2990 mm dia(1.4.3.1.)
30110 mm dia (1.4.3.2)
31Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalves straight and pocket less body passageof 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/ FG200Stem - SS 304 ,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.Insersion 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. Manually Operated CI Sluice valve of Class PN-1.0 (PHED 2021/6.1.1)
3280 mm HW (6.1.1.1 )
33100 mm HW(6.1.1.2)
34150 mm HW(6.1.1.4)
35Earth 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 upto 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. (PHED 2021/4.1)
36Dismantling of cement concrete pavement for pipe lineand 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 madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. (PHED 2021/4.4)
37Removing& Re-fixing of Precast concrete interlocking blocks by manual, stacking of severciable & un 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 interlockingblock and cost of required new precast concrete interlocking block, alllead and lift as per general specifications.(Interlocking blockmanufactured 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: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) (PHED 2021/4.8) 60 mm thick
38Providing 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 madeas 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. M20 grade Nominal Mix 1:1.5:3 {1 cement :1.5 coarse sand :3 graded stone aggragate 20 mm nominal size) (PHED 2021/14.7)
39Providing 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 madeas 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.(PHED 2021/4.6)
40Providing, lowering, laying and jointing in trenches,  standard lengths HDPEISI 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 byelectro 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 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. HDPE PE-80 PN-6 (PHED 2021/1.4.1)
4175 mm dia( 1.4.1.1 )
4290 mm dia ( 1.4.1.2 )
43Providing, lowering, laying and jointing in trenches,  standard lengths HDPEISI 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 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.HDPE PE-80 PN-6 (PHED 2021/1.5.1)
44125mm dia
45140mm dia
46160mm dia
47Construction of RCC INTZE type Head Service Reservoir of following capacityand staging consisting of excavation in all types of strata, RCC work, cement plaster with water proofing compound to the inner face of the container including refilling disposing off the surplus stuff, plinth protection , all labour and material charges includingproviding and fixing of accessories such as ladder , manhole frame and covers, water level indicator (float type), ventilator with SS screen, lightening arrestor, float valve, puddle collar, G.I. pipe railing around walk way and top dome, providing RCC staircase from 4.5 mtr height ofground level to top level, chambers for all valves, providing and applying three coats ofcement paintto the external surfaces of container, column, bracing, carbonation paint on external surface of top dome,food grade epoxy paint on internal surface and giving satisfactory hydraulic test and water tightnesstest as per I.S. code, etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job includes conducting SBC test, design and proof check of reservoirs (if required),painting the name of the scheme and other details on the reservoir, providing alluminium portable ladder suitable to reach at height of 4.5 Mtr(start of RCC reservoir) and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work .
48100 KL capacity,staging 18 mtr.SEISMIC zone 4 SBC 10T/sqm
49Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work.
50100 mm
51150 mm
52Construction of RCC valve chamber for different type of valves including earth work excavation,100 mm PCC M101:3:6(1cement:3coarse sand:6graded stone aggregate stone aggregate 20mm nominal size)as leveling course,RCC M20 grade1:1.5:3(1cement 1.5course sand:3graded stone aggregate 20mm nominal size) for base slab,side wall &cover slab all125mm thick with C.I.surface box with hinged cover 100*100*75mm(deep) including cost of steel reinforcement not less than 80 kg per cum CC,form work proper curing of concrete work complete in all respect as per standard specifications and drawing and as directed by Engineer-in-charge.
5360cm*60cm*75cm(depth)80/100/125/150mm dia valve
54Earth work In excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth. 1.5m in width as well as 10 sum on plan) including disposal of excavated earth, lead upto 50m and all lift upto 1.5m, disposed earth to be levelled and neatly dressed. All type of Soil (PWD/2019/B-1/1.6)
55Providing 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. M15 grade Nominal mix1:2:4 ( 1 cement : 2 coares sand : 4 graded stone aggregate 20mm nominal size) (PWD BSR 2019 / S-4/3.1.2)
56Providing and laying in position specified grade of cement concrete for all structural elements upto plinth level including curing,compaction,finishing with rendering in cement sand mortar 1:3(1cement:3coarse sand) and making good the joints and cost of plastizers(if required) excluding the cost of centering,shuttering and reinforcement M20 grade Nominal mix/Design mix(PWD BSR 2019 / S-4/3.1.2)
57Constructionof Recharge shaft in filter pit including Earth work Excavation,lifting excavated earth with all liftand 50 mtr lead and centering& shuttering evenever required Diameter 900 mm. (PWD BSR 2019 /S-4/4.24.1)
58Centering and shuttering with plywood or steel sheets including strutting,proping,bracing both ways and removal or form work for foundation,footings,strap beam,raft,bases of columns etc (PWD BSR 2019 /B-4/4.9)
59S&F precast RCC ring at mouth of recharge shaft of M20 mix with 40 mm thickness 900 mm dia (PWD/2019/S-4/4.25.1)
60Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level.hot rolled deformed bar (IS:1139) ( PWD2019/B-4 /4.13.2
61Providing Household Tap Connectionas per technical specification andapproved drawing as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valvevalveand specials with 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using PPR-C pipe with standard PPR fittings/ GI pipes in the premises for fixing a tap / meterbox (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level. Note: Road cut and restoration is not part of this item and paid seperately.
62For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr.(PHED 2021/1.22.1)
63Add extra over item no1.22.1 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr.
64P& F Bib cock (IS : 8931 mark), superior quality of approved make , brss 400 gm, 15 mm nominal bore.
65Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids
66Size 9 to 12 mm ( PWD2019/S4/4.28.1 )
67Size 3 to 5 mm( PWD2019/S4/4.28.2 )
68Supply & laying of clean, clear sharp river sand of size 1 to 2mm coarse, without deduction of voids. (PWD2019/S4/4.29 )
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