Construction Of Nandpur ( Svs ) Water Supply Scheme Jal Jeevan Mission Program Under Gadarpur Block C , Udhamsingh-Uttarakhand

TDR : 33934254

Tender Notice
BOQ

Expired

Udhamsingh , Uttarakhand

Tender Brief : Construction Of Nandpur ( Svs ) Water Supply Scheme Jal Jeevan Mission Program Under Gadarpur Block C

Document Fees
₹ 5900 /-

EMD
₹ 365400.0 /-

Tender Value
Refer document

Submission Date
28-09-2022

Competition Type
Indian

Bidding Type
Tender

Need a Business Loan? Apply Now !


1	Rates for Construction of NANDPUR (SVS) Water Supply Scheme including, Supply Installation, testing & commissioning of Rising Main, Distribution System, Construction of OHT all appurtenance work etc. complete within Jal Jeevan Mission program under Gadarpur Block.
2	CONSTRUCTION OF OHT & SLUICE VALVE CHAMBER
3	Supply of all Materials, Labours ,T&P etc. and Construction of RCC O.H.T of following capacities (In Kiloliters) and 12m. Staging with 1.00m wide RCC staircase from G.L. to balcony and from balcony to Top Dome 1m x 1m RCC landing at suitable locations and railed with 3 rows of 20mmdia. G.I. (M) pipe on 65x65x5mm angle iron posts fixed with ladder, top to the floor inside of the tank. M.S. M.H. cover with loacking arrangement, lightning conductor as per electricity rules, water level indicator, supply and fixing of outlet, inlet, overflow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body, vertical pipe, ladder M.S M.H. cover , ventilator column etc. Complete with approved water proofing ( apex)/ enamal paint, testing, filling water for testing purpose etc. including supply of verticle pipes and specials assuming bearing capacity as 8MT/M2 staging 12.00 meter.
4	Additional rates for staging per meter height beyond 12 m height including cost of all material, labour, shuttering, scaffolding T&P complete for following capacity (In Kiloliters) Over Head Tanks.
5	Construction of masonrychamber 90×90×100cm inside, in brick work in cement mortar 1:4 (1cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160mm bottom diameter and 180mm deep(inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2coarse sand: 4 graded stone aggregate 20mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1cement: 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete asper standard design:with common burnt clay E.P.S.(non modular) bricks of class designation 7.5
6	CONSTRUCTION OF RISING MAIN
7	Providing of all materials, carting from site store to site of work, Lowering into trenches with true alignment, Laying & Jointing of full length S&S Centrifugally Cast (Spun) / Ductile Iron Pipes including supply of \"\"EPDM\" rubber gaskets conforming to IS : 5382-1985 with testing of pipe line complete.DI K-9 pipe confirming to IS:8329/2000 : 100 mm dia
8	Providing push-on-joints to Centrifugally (spun) cast Iron pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:100 mm dia
9	Providingand laying D.I. specials of class K-12 suitable for push-on jointing as per IS: 9523-2000Upto 600 mm dia
10	Excavation in Ordinary Soil (loams, clay, sand) for foundation including lift up to 1.5 m and lead up to 30 m filling, watering and ramming of Excavated the earth into the trenches or into the sides between foundation trenches or into the plinth and removal.
11	DISTRIBUTION SYSTEM :-
12	Providing, Lowering into trenches with true to alignment, Laying & Jointing including specials of full lengths of HDPE Pipes of specified gradeas per IS:4984-1995 and specifications,with testing of pipe line including supply of jointing materials.PE 100 PN-663 mm
13	90 mm
14	110 mm
15	125 mm
16	140 mm
17	160 mm
18	180 mm
19	Dismantling and reinstatement of following type of road surface for laying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials.C.C. Road (0.80 m x 2951 m ) -2360.80 sqm
20	Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer in charge.1:3:6 or richer mix.1.00×1.00×0.20
21	Cement concrete 1:3:6 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete.P.C.C.1:4:8 in base 1.00×1.00×0.10
22	Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)P.C.C.1:2:4 in top 1.00×1.00×0.10
23	Concrete Tiles Road (0.8 m x 106 m length)-84.80 SQM
24	Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
25	Dismantling of StructuresDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202- Cement Concrete
26	Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technicalspecifications Clause 802, 803, 1202 & 1203
27	Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost).50% old tiles to be used
28	Providing and laying 60mm thick factory made cement concrete interlockingpaver block of M -30 grade made by block making machine with strongvibratory compaction, of approved size, design & shape, laid in requiredcolour and pattern over and including 50mm thick compacted bed of coarsesand, filling the joints with fine sand etc. all complete as perthe direction of Engineer-in-charge. 50% new tiles to be required
29	Dismantling and reinstatement of Bituminous Road (Not PWD Road) (0.8 m x 934m length)-747.20 sqm
30	Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 By Manual Means Bituminous Courses
31	WBM Grading 1 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405. By Manual Means
32	WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. By Manual Means
33	WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kNstatic roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Manual Means
34	Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
35	Dense graded bituminous macadam for grading I 37.5mm nominal size (bitumen @ 4.25% by weight of total mix
36	Bituminous Concrete for Grading - II-13.2 mm (Nominal Size) : Bitumen @ 5.4 % of the weight of total mix
37	Fog Spray - Providing and applying low viscosity bitumen emulsion for ealing cracks less than 3 mm wide or incipient fretting or disintegration in an existing bituminous surfacing By Mechinacal Means
38	Excavation in Ordinary Soil (loams, clay, sand) for foundation including lift up to 1.5 m and lead up to 30 m filling, watering and ramming of Excavated the earth into the trenches or into the sides between foundation trenches or into the plinth and removal.
39	Excavation in Ordinary Soil (loams, clay, sand) for foundation including lift up to 1.5 m and lead up to 30 m filling, watering and ramming of Excavated the earth into the trenches or into the sides between foundation trenches or into the plinth and removal.63 mm (6292 x 0.663 x 1.063)
40	90 mm (1476 x 0.69 x 1.09)
41	110 mm (1306 x 0.71 x 1.11)
42	125 mm (588 x 0.725 x 1.125)
43	140 mm (301 x 0.74 x 1.14)
44	160 mm (202 x 0.76 x 1.16)
45	180 mm (116 x 0.78 x 1.18)
46	Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines includingcost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber C.I. D/F Sluice Valves Confirming to IS: 14846-2000 Pressure PN 1.6( Kirloskar or equivalent) 80 mm
47	100 mm
48	150 mm
49	Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines includingcost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamberC.I. Double Acting Air Valve 50mm dia PN 1.6
50	Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
51	Constructing masonry Chamber for Air valve with a floating coat of neat cement complete as per standard design :With F.P.S. bricks
52	House Service Connectiom -595 No.
53	Excavation in Ordinary Soil (loams, clay, sand) for foundation including lift up to 1.5 m and lead up to 30 m filling, watering and ramming of Excavated the earth into the trenches or into the sides between foundation trenches or into the plinth and removal. Excavation (16x1054x0.45x0.60) Cum
54	Providing of all materials, Carting from site store to site of work,Laying& Jointing of G.I screwed pipes(including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete. G.I. PIPE CONFORMING TO IS : 1239 (PART-1) Medium Duty (Class \"B\") 15 mm dia
55	Providing & fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 15 mm nominal bore
56	Providing and fixing PTMT bib cock of approved quality and colour. 15mm nominal bore
57	Making ferrule connection in the existing main of G.I, A.C, PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing of G.M. ferrule including tapping the main, but excluding the cost of earth work and cost of all materials.
58	ELECTRICAL & MECHANICAL WORKS
59	Construction OF 300 MM DIA. 200 MT DEEP TUBEWELL.Transportation of suitable truck mounted rig machine, air compressor, OP unit, camp equipage connected T&P and necessary accessories, casing pipe, tubewell assembly, housing pipe etc.including loading, unloading,upto site of work etc. complete in all respect as per direction of Engineer in charge, required for dirlling and development of tubewell:
60	Erection and levelling of rig machine and camp equipage at site of work.
61	Boring of tubewell by heavy duty rig machine including sinking,lowering, lifting of casing pipe as below.600 mm dia.
62	Preparing and lowering ofTW assembly (MSERW Housing plain ended blind/slotted pipe of following sizes) strating from ground level to the required depth ordered by the departmentincluding cutting, welding as required at site complet with all T&P required.300mm dia. 7.90 mm thickblind pipe.
63	300mm dia. 7.90 mm thickslottedpipe.
64	Supply and making of required size sleeve joints and fixing, lowering them.
65	Shrouding of pea gravels in between bore and tubewell assembly upto entire depth of tubewell ordered by the department.
66	Development of TW by 350 PSI/1100CFMair compressor unit to the satisfaction of Engineer in charge to give sand free discharge and proper packing of pea gravels, at least for 35 hrs.
67	Development of tubewell by the suitable submersible OP unit complete with lowering and lifting of pumping plant having 2000 lpmdischarge approximate including running of OPunit and yield testing of tubewell by \"V\" notch, at least for 35 Hrs. to the satisfaction of Engineer in charge.
68	Dismantling of rig machine and clearance of site after satisfactory completion of work.
69	Procurement of TW assembly as below
70	Supply and fixing of housing clamp 8 mm thick of 300 mm dia. as required.
71	Supply of pea gravels of size 1.60mm to 4.80 mm [p/4{(D X D)-(d X d)}] So Quantity of Pea Gravels is - 0.212*200= 42.4 cum. + add 10% extra for wastage.
72	Supply and fixing of 300 mm dia. 8 mm thick Well cap
73	Supply of 300mm dia MS ERW blind pipe 7.9mm thick (as per Deptt. rate)
74	Supply of 300mm dia MS ERWslotted pipe 7.90 mm thick(as per Deptt. rate + 10% for slotting)
75	Supply and Fixing of 200x100 mm size MS gurder 4 Mts long.
76	Supply and Fixing of 300mm dia MS heavy duty Housing clamp with nuts & bolts.
77	Supply and fixing of 300 mm dia. bail plug with nut and bolt as required.
78	Collection of strata with sample box
79	MS COLUMN PIPE ASSEMBLY, MOTOR PUMP SET AND OTHER REQUIRED NECESSARY ITEMS
80	Supply of 150 mm dia MSERW Pipe wall thickness 7.9 mm.
81	Excavation in ordinary soil (loam, clay, sand) for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches.
82	Laying And Jointing Of 150 mm Dia 7.9 mm Thick MSERW pipe with the help of Electric Welding.
83	Supply of 100 mm dia of M.S. Column Pipe 4.3 mm thick, 3M long, both side flanged, suitable for lowering of pump sets including all complete.
84	Supply of Rubber packing for submersible flanges.
85	Supply of MS nut-bolts of suitable sizes.
86	Supply of 16 mm², 3 core Copper Flat Submersible Cable.
87	Supply of Tee 150x150x150mm dia.
88	Supply of Reducer 150x100mm dia with flange.
89	Supply of C.I. Bend 90° 150mm dia both side flanged.
90	Supply of 150mm M.S. Flange.
91	Supply of 150mm dia C.I. Sluice valve both end flanged.
92	Supply of 150mm dia C.I. Non return valve both end flanged.
93	Supply of 100mm dia M.S. Clamp.
94	Fixing and Lowering of column pipe Assembly into borewell.
95	Supply of 80mm dia M.S. Tripod.
96	Installation of Automation system
97	Supply, Installation, Testing and commissioning (SITC) on turnkey basis for fully automatic pupm automation control panels of different capacities having intelligent unit having \"FIELD PROGRAMMABLE LOGICAL CONTROLLERS based, SCADA operared pump motor start, Run, Control, Protect against faults automatically operated control & management system\" for Supervisory control and data acquisition system at pumping water supply scheme & Two year free af cost A.M.C. for warrenty period of following suties as per specifications sheet enclosed & suitable for integration in the existing system including cartage from works of manufacture upto site of work. (Included GST)25 HP
98	SUBMERSIBLE PUMPING PLANT AND ACCESSORIES FOR TUBEWELL
99	Supply of energy efficient submersible pumpset of verious duty perameter as per IS: 8034-2002 and IS: 9283-1995 with letest amendments.S/o Submersible pump set of 250 LPM, 60 Mt. . head suitable for 300 mm dia Assembly operating at 3 phase 50Hz AC supply.
100	S/o Spare Pump Set of same duty.
101	S/o Control panel cum ATS starter complete with accessories suitable for 15 H.P.
102	S/o Submersible copper cable size 1x3x6 sq.mm.
103	S/o Main piping and valve with all accessories of 100mm size i.e. sluice valve 2 Nos., reflex valve 1No., Tee 1No., Bend D/F pipes and 100mm dia M.S. column pipe with top pipe in 3mt. Length, complete with interlocking arrangement 60Mt.
104	S/o Pressure gauge with fitting.
105	S/o Chain pulley block of 3.0 Tonne capacity 4.5 Mt. lift spur gear tested on 3.0 Ton load.
106	S/o Chemical earthing material for 15 HP pumping plant includingearth electrode,aluminium earth strip etc as per I.E. rules.
107	S/o Main Switch 63 Amp.
108	S/o Rubber Insulation sheet 1 Mt.x2 Mt.x .025Mt.
109	S/o 30 KVA fully automatic Servo Control Voltage Stabilizer suitable for regulating incoming voltage 320 to 480Volt , outgoing voltage 415Voltwith change over switch and 3Core copper cable.
110	Supply and fixing of Electronic type dosing system complete with solenoid coil actuated pulsar circuit, diaphragm & electronically pulp capable of delivery max, 4LPH at 5.5kg./cm2 pressure operated 220Volt single phase A.C. Supply along with chemical injection device and 100Ltrs capacity of media tank complete with accessories.
111	Liquid Chlorine required for six month maintenance
112	S/o Chlorine Testing Kit
113	Supply ofSpecial tools and spanners with 2 Nos. chain wrench.
114	Installation, Commissioning & Testing of pumping plant and all accessories.
115	Intelligent GSM based Mini Remote Terminal Units/PLC with analog and digital parameters and features as specified mini T.W. and transmit data on GSM backbone. GSM based wireless Communication system capable to transfer and gather data from remote sites to master Control Stations (Voltage, Current, Power factor,Pumping running Hour etc.) with 6 Amp. Automatic Voltage stabilizer including high and low cut and isolation transformer.
116	Erection, testing and commissioining and modification of starter with AC and DC relays and necessary wiring complete in all respect.
117	Internal & external Electrification of Pump house
118	1 Month trial running and 5 months maintenance including watch & ward.
119	Internal & external Electrification of Pump house
120	1 Month trial running and 5 months maintenance including watch & ward.

Need a Bussiness Loan? Apply Now!
Buy Digital Signature
Bidding Support

Also Visit

Tenders

Uttarakhand Tenders

Construction Tenders

Water Storage and Supply Tenders

Water Supply Project Tenders

Disclaimer

We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.

Top

Construction Of Nandpur ( Svs ) Water Supply Scheme Jal Jeevan Mission Program Under Gadarpur Block C , Udhamsingh-Uttarakhand

Disclaimer

About Us

Services

Browse Tenders

For Sales Inquiry

Sl. No.	Item Description
1	Rates for Construction of NANDPUR (SVS) Water Supply Scheme including, Supply Installation, testing & commissioning of Rising Main, Distribution System, Construction of OHT all appurtenance work etc. complete within Jal Jeevan Mission program under Gadarpur Block.
2	CONSTRUCTION OF OHT & SLUICE VALVE CHAMBER
3	Supply of all Materials, Labours ,T&P etc. and Construction of RCC O.H.T of following capacities (In Kiloliters) and 12m. Staging with 1.00m wide RCC staircase from G.L. to balcony and from balcony to Top Dome 1m x 1m RCC landing at suitable locations and railed with 3 rows of 20mmdia. G.I. (M) pipe on 65x65x5mm angle iron posts fixed with ladder, top to the floor inside of the tank. M.S. M.H. cover with loacking arrangement, lightning conductor as per electricity rules, water level indicator, supply and fixing of outlet, inlet, overflow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body, vertical pipe, ladder M.S M.H. cover , ventilator column etc. Complete with approved water proofing ( apex)/ enamal paint, testing, filling water for testing purpose etc. including supply of verticle pipes and specials assuming bearing capacity as 8MT/M2 staging 12.00 meter.
4	Additional rates for staging per meter height beyond 12 m height including cost of all material, labour, shuttering, scaffolding T&P complete for following capacity (In Kiloliters) Over Head Tanks.
5	Construction of masonrychamber 90×90×100cm inside, in brick work in cement mortar 1:4 (1cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160mm bottom diameter and 180mm deep(inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2coarse sand: 4 graded stone aggregate 20mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1cement: 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete asper standard design:with common burnt clay E.P.S.(non modular) bricks of class designation 7.5
6	CONSTRUCTION OF RISING MAIN
7	Providing of all materials, carting from site store to site of work, Lowering into trenches with true alignment, Laying & Jointing of full length S&S Centrifugally Cast (Spun) / Ductile Iron Pipes including supply of \"\"EPDM\" rubber gaskets conforming to IS : 5382-1985 with testing of pipe line complete.DI K-9 pipe confirming to IS:8329/2000 : 100 mm dia
8	Providing push-on-joints to Centrifugally (spun) cast Iron pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:100 mm dia
9	Providingand laying D.I. specials of class K-12 suitable for push-on jointing as per IS: 9523-2000Upto 600 mm dia
10	Excavation in Ordinary Soil (loams, clay, sand) for foundation including lift up to 1.5 m and lead up to 30 m filling, watering and ramming of Excavated the earth into the trenches or into the sides between foundation trenches or into the plinth and removal.
11	DISTRIBUTION SYSTEM :-
12	Providing, Lowering into trenches with true to alignment, Laying & Jointing including specials of full lengths of HDPE Pipes of specified gradeas per IS:4984-1995 and specifications,with testing of pipe line including supply of jointing materials.PE 100 PN-663 mm
13	90 mm
14	110 mm
15	125 mm
16	140 mm
17	160 mm
18	180 mm
19	Dismantling and reinstatement of following type of road surface for laying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials.C.C. Road (0.80 m x 2951 m ) -2360.80 sqm
20	Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer in charge.1:3:6 or richer mix.1.00×1.00×0.20
21	Cement concrete 1:3:6 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete.P.C.C.1:4:8 in base 1.00×1.00×0.10
22	Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)P.C.C.1:2:4 in top 1.00×1.00×0.10
23	Concrete Tiles Road (0.8 m x 106 m length)-84.80 SQM
24	Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
25	Dismantling of StructuresDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202- Cement Concrete
26	Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technicalspecifications Clause 802, 803, 1202 & 1203
27	Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost).50% old tiles to be used
28	Providing and laying 60mm thick factory made cement concrete interlockingpaver block of M -30 grade made by block making machine with strongvibratory compaction, of approved size, design & shape, laid in requiredcolour and pattern over and including 50mm thick compacted bed of coarsesand, filling the joints with fine sand etc. all complete as perthe direction of Engineer-in-charge. 50% new tiles to be required
29	Dismantling and reinstatement of Bituminous Road (Not PWD Road) (0.8 m x 934m length)-747.20 sqm
30	Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 By Manual Means Bituminous Courses
31	WBM Grading 1 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405. By Manual Means
32	WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. By Manual Means
33	WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kNstatic roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Manual Means
34	Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
35	Dense graded bituminous macadam for grading I 37.5mm nominal size (bitumen @ 4.25% by weight of total mix
36	Bituminous Concrete for Grading - II-13.2 mm (Nominal Size) : Bitumen @ 5.4 % of the weight of total mix
37	Fog Spray - Providing and applying low viscosity bitumen emulsion for ealing cracks less than 3 mm wide or incipient fretting or disintegration in an existing bituminous surfacing By Mechinacal Means
38	Excavation in Ordinary Soil (loams, clay, sand) for foundation including lift up to 1.5 m and lead up to 30 m filling, watering and ramming of Excavated the earth into the trenches or into the sides between foundation trenches or into the plinth and removal.
39	Excavation in Ordinary Soil (loams, clay, sand) for foundation including lift up to 1.5 m and lead up to 30 m filling, watering and ramming of Excavated the earth into the trenches or into the sides between foundation trenches or into the plinth and removal.63 mm (6292 x 0.663 x 1.063)
40	90 mm (1476 x 0.69 x 1.09)
41	110 mm (1306 x 0.71 x 1.11)
42	125 mm (588 x 0.725 x 1.125)
43	140 mm (301 x 0.74 x 1.14)
44	160 mm (202 x 0.76 x 1.16)
45	180 mm (116 x 0.78 x 1.18)
46	Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines includingcost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber C.I. D/F Sluice Valves Confirming to IS: 14846-2000 Pressure PN 1.6( Kirloskar or equivalent) 80 mm
47	100 mm
48	150 mm
49	Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines includingcost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamberC.I. Double Acting Air Valve 50mm dia PN 1.6
50	Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
51	Constructing masonry Chamber for Air valve with a floating coat of neat cement complete as per standard design :With F.P.S. bricks
52	House Service Connectiom -595 No.
53	Excavation in Ordinary Soil (loams, clay, sand) for foundation including lift up to 1.5 m and lead up to 30 m filling, watering and ramming of Excavated the earth into the trenches or into the sides between foundation trenches or into the plinth and removal. Excavation (16x1054x0.45x0.60) Cum
54	Providing of all materials, Carting from site store to site of work,Laying& Jointing of G.I screwed pipes(including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete. G.I. PIPE CONFORMING TO IS : 1239 (PART-1) Medium Duty (Class \"B\") 15 mm dia
55	Providing & fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 15 mm nominal bore
56	Providing and fixing PTMT bib cock of approved quality and colour. 15mm nominal bore
57	Making ferrule connection in the existing main of G.I, A.C, PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing of G.M. ferrule including tapping the main, but excluding the cost of earth work and cost of all materials.
58	ELECTRICAL & MECHANICAL WORKS
59	Construction OF 300 MM DIA. 200 MT DEEP TUBEWELL.Transportation of suitable truck mounted rig machine, air compressor, OP unit, camp equipage connected T&P and necessary accessories, casing pipe, tubewell assembly, housing pipe etc.including loading, unloading,upto site of work etc. complete in all respect as per direction of Engineer in charge, required for dirlling and development of tubewell:
60	Erection and levelling of rig machine and camp equipage at site of work.
61	Boring of tubewell by heavy duty rig machine including sinking,lowering, lifting of casing pipe as below.600 mm dia.
62	Preparing and lowering ofTW assembly (MSERW Housing plain ended blind/slotted pipe of following sizes) strating from ground level to the required depth ordered by the departmentincluding cutting, welding as required at site complet with all T&P required.300mm dia. 7.90 mm thickblind pipe.
63	300mm dia. 7.90 mm thickslottedpipe.
64	Supply and making of required size sleeve joints and fixing, lowering them.
65	Shrouding of pea gravels in between bore and tubewell assembly upto entire depth of tubewell ordered by the department.
66	Development of TW by 350 PSI/1100CFMair compressor unit to the satisfaction of Engineer in charge to give sand free discharge and proper packing of pea gravels, at least for 35 hrs.
67	Development of tubewell by the suitable submersible OP unit complete with lowering and lifting of pumping plant having 2000 lpmdischarge approximate including running of OPunit and yield testing of tubewell by \"V\" notch, at least for 35 Hrs. to the satisfaction of Engineer in charge.
68	Dismantling of rig machine and clearance of site after satisfactory completion of work.
69	Procurement of TW assembly as below
70	Supply and fixing of housing clamp 8 mm thick of 300 mm dia. as required.
71	Supply of pea gravels of size 1.60mm to 4.80 mm [p/4{(D X D)-(d X d)}] So Quantity of Pea Gravels is - 0.212*200= 42.4 cum. + add 10% extra for wastage.
72	Supply and fixing of 300 mm dia. 8 mm thick Well cap
73	Supply of 300mm dia MS ERW blind pipe 7.9mm thick (as per Deptt. rate)
74	Supply of 300mm dia MS ERWslotted pipe 7.90 mm thick(as per Deptt. rate + 10% for slotting)
75	Supply and Fixing of 200x100 mm size MS gurder 4 Mts long.
76	Supply and Fixing of 300mm dia MS heavy duty Housing clamp with nuts & bolts.
77	Supply and fixing of 300 mm dia. bail plug with nut and bolt as required.
78	Collection of strata with sample box
79	MS COLUMN PIPE ASSEMBLY, MOTOR PUMP SET AND OTHER REQUIRED NECESSARY ITEMS
80	Supply of 150 mm dia MSERW Pipe wall thickness 7.9 mm.
81	Excavation in ordinary soil (loam, clay, sand) for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches.
82	Laying And Jointing Of 150 mm Dia 7.9 mm Thick MSERW pipe with the help of Electric Welding.
83	Supply of 100 mm dia of M.S. Column Pipe 4.3 mm thick, 3M long, both side flanged, suitable for lowering of pump sets including all complete.
84	Supply of Rubber packing for submersible flanges.
85	Supply of MS nut-bolts of suitable sizes.
86	Supply of 16 mm², 3 core Copper Flat Submersible Cable.
87	Supply of Tee 150x150x150mm dia.
88	Supply of Reducer 150x100mm dia with flange.
89	Supply of C.I. Bend 90° 150mm dia both side flanged.
90	Supply of 150mm M.S. Flange.
91	Supply of 150mm dia C.I. Sluice valve both end flanged.
92	Supply of 150mm dia C.I. Non return valve both end flanged.
93	Supply of 100mm dia M.S. Clamp.
94	Fixing and Lowering of column pipe Assembly into borewell.
95	Supply of 80mm dia M.S. Tripod.
96	Installation of Automation system
97	Supply, Installation, Testing and commissioning (SITC) on turnkey basis for fully automatic pupm automation control panels of different capacities having intelligent unit having \"FIELD PROGRAMMABLE LOGICAL CONTROLLERS based, SCADA operared pump motor start, Run, Control, Protect against faults automatically operated control & management system\" for Supervisory control and data acquisition system at pumping water supply scheme & Two year free af cost A.M.C. for warrenty period of following suties as per specifications sheet enclosed & suitable for integration in the existing system including cartage from works of manufacture upto site of work. (Included GST)25 HP
98	SUBMERSIBLE PUMPING PLANT AND ACCESSORIES FOR TUBEWELL
99	Supply of energy efficient submersible pumpset of verious duty perameter as per IS: 8034-2002 and IS: 9283-1995 with letest amendments.S/o Submersible pump set of 250 LPM, 60 Mt. . head suitable for 300 mm dia Assembly operating at 3 phase 50Hz AC supply.
100	S/o Spare Pump Set of same duty.
101	S/o Control panel cum ATS starter complete with accessories suitable for 15 H.P.
102	S/o Submersible copper cable size 1x3x6 sq.mm.
103	S/o Main piping and valve with all accessories of 100mm size i.e. sluice valve 2 Nos., reflex valve 1No., Tee 1No., Bend D/F pipes and 100mm dia M.S. column pipe with top pipe in 3mt. Length, complete with interlocking arrangement 60Mt.
104	S/o Pressure gauge with fitting.
105	S/o Chain pulley block of 3.0 Tonne capacity 4.5 Mt. lift spur gear tested on 3.0 Ton load.
106	S/o Chemical earthing material for 15 HP pumping plant includingearth electrode,aluminium earth strip etc as per I.E. rules.
107	S/o Main Switch 63 Amp.
108	S/o Rubber Insulation sheet 1 Mt.x2 Mt.x .025Mt.
109	S/o 30 KVA fully automatic Servo Control Voltage Stabilizer suitable for regulating incoming voltage 320 to 480Volt , outgoing voltage 415Voltwith change over switch and 3Core copper cable.
110	Supply and fixing of Electronic type dosing system complete with solenoid coil actuated pulsar circuit, diaphragm & electronically pulp capable of delivery max, 4LPH at 5.5kg./cm2 pressure operated 220Volt single phase A.C. Supply along with chemical injection device and 100Ltrs capacity of media tank complete with accessories.
111	Liquid Chlorine required for six month maintenance
112	S/o Chlorine Testing Kit
113	Supply ofSpecial tools and spanners with 2 Nos. chain wrench.
114	Installation, Commissioning & Testing of pumping plant and all accessories.
115	Intelligent GSM based Mini Remote Terminal Units/PLC with analog and digital parameters and features as specified mini T.W. and transmit data on GSM backbone. GSM based wireless Communication system capable to transfer and gather data from remote sites to master Control Stations (Voltage, Current, Power factor,Pumping running Hour etc.) with 6 Amp. Automatic Voltage stabilizer including high and low cut and isolation transformer.
116	Erection, testing and commissioining and modification of starter with AC and DC relays and necessary wiring complete in all respect.
117	Internal & external Electrification of Pump house
118	1 Month trial running and 5 months maintenance including watch & ward.
119	Internal & external Electrification of Pump house
120	1 Month trial running and 5 months maintenance including watch & ward.

Construction Of Nandpur ( Svs ) Water Supply Scheme Jal Jeevan Mission Program Under Gadarpur Block C , Udhamsingh-Uttarakhand

Disclaimer

OTP Verification

About Us

Services

Browse Tenders

For Sales Inquiry

Connect With Us