Himachal Pradesh Irrigation And Public Health Department Tender
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Himachal Pradesh Irrigation And Public Health Department - HPIPH Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date28 Sep 2022
Closing Date11 Oct 2022
Tender Amount₹ 4,78,90,669
Costs
EMD
₹ 5,11,407Document Cost
₹ 2,500Tender Fee
Refer Documents
Summary
C O Flow Irrigation Scheme Naykitmaidan In G.p. Kaza In G.p. Kaza In Tehsil Kazadistt. Lahaul Spiti
Description
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Contact
Tender Id
2022_HPIPH_65683_1Bid Award Id
ViewTender No
kaza-kaza00-0712Tender Authority
Himachal Pradesh Irrigation And Public Health Department ViewPurchaser Address
-Website
http://http://hpiph.org/
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Documents
BOQ Items
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Excavation in foundation trenches etc.in earth work upto all depths in all kinds of soil such as pick work,jumper work,blasting and chiselling soft/hard rocks where blasting is prohibited in all leads and lifts including trimming and dressing of side levelling of bed to correct grade and returning the stacked soil in trenches in 15cm.layers by ramming and watrering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting/timbering and dewatering where ever required including restoration of un metalled/metalled paved surfaces to its original conditions including caution boards in all respect and to the entire satisfaction of the Engineer-in-Charge.
2560.3
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Cost of Dewatering
8.63
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Excavation in drains and channels etc. in earth work in all kinds and classification of soil such as pick work, jumper work, blasting work in soft or hard rocks and chiselling/wedging out of rocks (where blasting work is prohibited) lift up to all leads and lifts.
1762.67
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Providing and laying cement concrete 1:4:8(1cement: 4sand: 8graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in foundation and plinth.within all leads and lifts.
318.28
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Providing and laying cement concrete 1:11/2 :3 ( 1cement: 1 1/2 sand: 3graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:-
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I) Foundation, footing , base of columns and like & mass concrete and with in all leads and lifts..
54.12
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ii) Walls(any thickness but ot less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level within all leads and lifts..
123.2
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in suspended floor,roofs, landings,shelves and their supports balconies, beams,girders, bressumers and centilevers upto floor two level.
5.59
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Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level.within all leads and lifts.
18340.08
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Providing form work with steel plates 3.15 mm thick welded with angle iron frames 30x30x5 mm so as to give fair finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for-in-situ reinforced concrete and plaiin concrete work in:-
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I) Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like within all leads and lifts..
1156.83
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ii) Flat surfaces such as sofits of suspended floor, roofs , landing & the like complete in all respect.
57.05
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Edges of slabe and breaks in floors & walls under 20 cm. wide.
26.55
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Providing and Fixing MSERW Pipe 600mm dia pipe in wall. Complete in all respect to the entire satisfaction to the Engineer in charge
6
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Providing and fixing doble flanged caste iron sulice valve of Leader/ BHEL/Kirlosker/Kilburn/Gled make of follwing diameter cpaable with standing nominal pressure as the IS 780-1994 with upto date ammendment
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600mm dia
1
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Providing and laying cement concrete 1:5:10 (1cement: 5sand: 10graded stone aggregate 40mm nominal size)with 15% plum and curing complete excluding the cost of form work in R/Wall and Brest wall s, the size of plum shall usally the 150mm to 300mm as per P.W.D. specification with in all leads & lift complete in all respect within all leads and lifts. .
205.62
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Wire crates of Interlink chain filled with boulder with square cut faces against the wire (interlink chain to be measured & paid for separately) ( Lounching apron)
39.06
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Wire crates of interlink chain filled with boulder with square cut faces against the wire (Boulder filling to be measured & paid for separately) Interlink chain 5.00 mm thick corresponding to SWG 8 ( 15 x 15 Cms mesh)
5312.5
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Wire crates of Interlink chain filled with boulder with square cut faces against the wire (interlink chain to be measured & paid for separately)
1281
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Providing and laying cement concrete 1:3:6(1cement: 3sand: 6graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in foundation and plinth.within all leads and lifts.
21.72
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Providing in RCC work smooth finishing of the exposed surface with cement motor 1:3( 1 cement:3 sand)complete in all respect within all leads and lifts.
566.73
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Steel work welded in built up section , trusses & framed work including cutting , hoisting 7 fixing in position & applying a primimg coat of red oxide in gratting, framed, guards bars complete in all respect with in all leads and lifts .
26.67
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Providing and laying in trenches GMS/MS Tubes ( L/M class ) tube fittings in walls completes with in all leads and lifts complets (Pipe 150mm dia ).
-
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Outlet Pipe
6
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Prov .and fixing C.I. Sluice valve (with hand wheel) as per IS;780 Class upto 300 mm dia (including brass spindle and as per IS:2906 class II for diameters more than 300 mm complete with bolts, nuts, rubber insertion etc,(The tail pieces if required shall be measured and paid for separately)
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150mm dia
1
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Construction of chamber for sulice valve with CI surface box 100 mm top dia , 160mm bottam dia & 180 mm deep ( inside) with chained lid RCC Top 1:2:4 mix ( 1 cement 2sand 4 graded stone aggregate 40mm nominal size ) 100mm foundation concrete 1:5:10 mix ( 1 cement 5 sand 10 graded stone aggregate 40mm nominal size)& inside plastering with cement mortor 1:3( 1cement 3sand) finished with floating coat of neat cement i/c curring complete with in all leasds and lift .
1
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Providing and laying cement concrete 1:6:12 (1cement:6 sand:12 graded stone aggregate 40mm nominal size) and curing complete excluding cost of from work in foundation and plinth.
120.75
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Random rubble masonry/polygonal rubble masonry (uncoursed/brought to courses) with hard stone of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12(1cement: 6sand: 12graded stone aggregate 20mm nominal size) at plinth in CM 1:6(1cement:6sand) in Breast wall and Retaining Walls
1155
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Boulder filling behind the R/ Wall
165
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Random rubble masonry/polygonal rubble masonry (uncoursed/brought to courses) with hard stone of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12(1cement: 6sand: 12graded stone aggregate 20mm nominal size) at plinth in CM 1:4(1cement:6sand) in foundation and plinth
516.05
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20mm thick cement plaster in single coat on rough side of brick/stone masonry for interior plastering up to floor two level including arises, internal rounded angles, chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth with cement mortar 1:3 (1cement:3sand) within all leads and lifts.
28
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Providing and laying cement concrete 1:2:4(1cement: 2sand: 4graded stone agg. 20mm nominal size) and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts.
268.98
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Extra allowance for fromwork in cemcnt concrete lining on side slopes with in all lead and lifts.
124.2
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Providing and laying cement concrete M-30 graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:-
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ii) Walls(any thickness but ot less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level within all leads and lifts..
12.26
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I) Foundation, footing , base of columns and like & mass concrete and with in all leads and lifts..
9.06
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P/L G.I Pipes (MG) tube fitting in trenches i/ c earth work complete
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Inlet Pipe 150mm
6
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Outlet pipe 150mm
6
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Scour Pipe 150mm
6
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Providing 200mm wide cast iron rungs with chequered or ribbed non slip surface including fixing in manholes with200x200x100mm cement concrete 1:3:6 (1 cement :3 sand6graded stone aggregate 20mm nominal size.)
12
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P/F brass full way wheel valve with wheel of following size.
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150mm nominal size
3
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Providing Laying, jointing and testing in trenches to be leveled to grades Galvanized MSERW flanged pipes excluding the cost of flanged bends of all degrees conforming to IS/ISO 3183-2007 Grade L210 or X-42 as per dimensions weight and test pressure mentioned below in randam length of 4 mtr -6mtr. The MS flanges are provided 1% of total length as per table below conforming to IS: 6392-1971 ( latest with up to date amendments)and welding of flanges with pipes according as per 816-1965 with elecrodes of BIS as per 814-1991 including rquired Nos and size of MS nuts and bolts as per IS :1369-1967 and compressed asbestos fiber jointing gaskets sheet not less than 3mm thick as per IS:2712-1965 & The MS flanges are to be provided 1% of total joints and remaining 99% joints with butt welding joints by cosidering minimum three layers. The welding of flanges to done in both faces two layers on outer face +one layer in inner face to make the joints leak proof and the entire satisfaction of the Engineer -in - charge.The laying shall coforming to BIS: 5822-1970 or latest with upto date ammendments to the entire satisfaction of the Engineer-in charge.( The Earth work and cost of flanges after 100 meter length shall be measured and paid separately)
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250mm dia wall thickness 4.8mm jointed with flanges of table -5
416
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200mm dia wall thickness 4.8mm jointed with flanges of table -5
574
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Provding welding and fixing of MS flanges of various dia at suitable reaches , conforming to following table as per IS 6392-1971 (Latest with upto date amendnents ) and weidling of MS flanges with G.I pipes/MSERW/API pipes in two layers to make the joint leak proof after every 100 mtr as per the requirment including cutting of pipeswherever requird ( The cost of prov,laying of G.I pipes /MSERW/API pipes to be measured and paid for seprately ). The welding of flanges should confirm to IS 816-1969 with electrode as per IS 814-1991 and required number of nuts & bolts confirming to IS 1364.The thikness of gasket no less than 3.00 mm confirming to IS 2712-1998, the work shall be done as per entire satisfaction of Engineer-in-charge within all leads and lifts .
-
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250mm dia wall thickness 4.8mm jointed with flanges of table -5
4
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200mm dia wall thickness 4.8mm jointed with flanges of table -5
6
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Provding circimferencial butt welded joints by electrical are welding to ERW pipe as per API,5 L (STD0x 42 having following wall thickness throat thickenss of wel conforming to IS 816-1969 specifications by using welding electrodes of 2.5 mm to 6.3 mm of avani oerlikon (Aore)-CITOJET/ESAB make , confirmning to IS 814-1991, at site of work complete in all respect , including manual/mnechancal handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-charge .
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250mm dia table -5
65
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200mm dia table -5
90
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