Power Development And Non Renewable Energy Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 500Tender Fee
Refer Documents
Summary
Complete Development Of Power Dept Complex At Choglamsar Leh By Way Of Providing Water Supply
Description
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Contact
Tender Id
2024_PDNRE_14424_1Bid Award Id
ViewTender No
NIT-32/CD-II/PDC/L/2024-25Tender Authority
Power Development And Non Renewable Energy ViewPurchaser Address
-Website
http://tenders.ladakh.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
Providing,Laying and Fitting HDPE pipe conforming to IS 4984 : 1995 with latest amendements and conveying to work site including loading and unloading at both destinations and rolling, lowering into the trenches, laying true to line and jointing of pipes and specials by electrofusion welding as per standard procedure and guidlines, including encasing the pipe around to a depth not less than 15 cms with soft earth or selected earth available from the excavation etc., complete giving hyduralic test as per relevant ISI with all leads and lifts including testing commissioning. the rate is inclusive of required specials and fittings etc (Couplers,Tee,Reducer,Bend, End Caps conforming with BS EN12201: Part-3)whereever required complete (Contractor will make own arrangements for procuring water for testing) HDPE pipe PE100, PN16 : 63mm dia
100
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Providing and supplying Air Valves as per IS- 14845-2000 standard specifications of approved make and quality of following diameters including freight, inspection charges, loading & unloading, transportation upto work site, in all respect etc. complete as per specification and as directed by the Engineer in Charge of the work (Air Valve of size 15mm Single Ball Flanged / Screwed Type - PN -1.6) Air Valves of size 15mm on for pipe dia (40mm to 63mm)
5
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality
(screwed end): with all necessary fittings required for the installation of Gate Valves in HDPE pipes complete job : 65mm nominal bore
3
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Filling avaliable excavated earth (excluding rock) in trenches, plinth, sides of foundation etc., in layers not exceeding 20cm in depth, consolidating each deposited layers by ramming and watering lead upto 50m and lift upto 1.5m.
131.6
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Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
14.6
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Providing Supplying & installation of pre- insulated MDPE pipe of 20mm dia conforming to ISO 4427:1996 with latest amendements and conveying to work site including loading and unloading at both destinations and jointing of pipes by Electrofusion PE Coupler as per standard procedure and guidlines complete giving hyduralic test as per relevant ISI. Insulation shall be done with 36kg/cum PUF of thickness 50mm with PN2.5 PVC outer jacket pipe with all leads and lifts including testing commissioning. the rate is inclusive of required specials and fittings etc., complete MDPE Grade PE80, Class of Pipe PN16 for pipe section above frost line
6
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Providing, Supplying & Installation of 15 mm C.P. brass tap with all specials & fittings required for connecting tap to MDPE pipe with all leads and lifts and as directed by the Engineer in charge of the work
2
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Providing and placing on ground (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes including fittings and the base support for tank. Circular tank ( 1000 litre) along with all necessary inter connected PPR fixtures, like tank nipple, union, FTA/MTA, gate value etc complete job
3
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Supply and installation of pump set ( motor and pump) with following specifications 1.5 HP single phase Power Supply 220-240 volt, having suction and delivery of 50x50mm with total head of 17 mtr and speed in RPM of 2880 having water discharge of 25.3 cum/hr, with single phase starter panel of make Crompton, havells or equivalent and other necessary fittings like PPR elbow 50mm, socket, union, reducer, Tee flange gate value etc all job complete
2
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Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS 15801, UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer-in-Charge. PN - 16 Pipe, 50 mm OD (SDR-7.4)
5
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PN - 16 Pipe, 32mm OD (SDR-7.4)
15
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Filling of stone foundation in horizontal level including cost of stone.
1.1
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Random rubble masonry with hard stone in foundation and plinth using quarry stone with bond stone including carriage complete.
10
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Providing and laying in position specified grade for reinforced cement, concrete excluding the cost of centering, shuttering finishing and reinforcement with 1:1.5:3(1cement:1.5coarse sand:2graded stone aggregate 20 mm nominal size) but including carriage by Mechanical as well as Head Load and curing rates
1.1
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Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete, thermo mechanically treated bars.
102
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Centering and shuttering including strutting propping etc and removal of form for :-
5
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Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) (Soakage pit)
4.1
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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
0.7
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Providing and fixing precast cement concrete solid blocks 1:3:6 (1 cement:3coarse sand:6graded stone agg.20mm nominal size) including hoisting and setting in position with cement mortor 1:3( 1cement :3coarse sand),
3
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Carriage of material from source to road site of work by M.T and road site to actual site of work by H.L / ponnies, including loading, unloading and stacking. Carriage of cement and steel for an avg 5 km
0.1
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Carriage of material from source to road site of work by M.T and road site to actual site of work by H.L / ponnies, including loading, unloading and stacking Carriage of sand and aggregate for an avg 10 km .
8
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