Himachal Pradesh Irrigation And Public Health Department Tender
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Himachal Pradesh Irrigation And Public Health Department - HPIPH Tender
Civil And Construction
Eprocure
Opening Date16 Jul 2022
Closing Date22 Jul 2022
Tender AmountRefer Documents
Costs
EMD
₹ 52,279Document Cost
₹ 400Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_HPIPH_62795_1Bid Award Id
ViewTender No
9061-9160Tender Authority
Himachal Pradesh Irrigation And Public Health Department ViewPurchaser Address
-Website
http://http://hpiph.org/
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Documents
BOQ Items
Providing and laying cement concrete 1:4:8 (1cement: 4 sand: 8 graded crushed stone aggregate 40mm nominal size )and curing complete excluding cost of form work in foundation and plinth with in all leads & lifts as per the entire satisfaction & direction of Engineer - in - charge.
8.28
-
-
Providing and laying cement concrete 1:3:6 (1cement: 3 sand: 3 graded crushed stone aggregate 40mm nominal size )and curing complete excluding cost of form work in foundation and plinth with in all leads & lifts as per the entire satisfaction & direction of Engineer - in - charge.
8.28
-
-
Providing and laying cement concrete 1:6:12 (1 cement: 6 sand: 12 graded crushed stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all leads and lifts and to the enitre satisfaction of Engineer-in- charge.
6.64
-
-
Random rubble masonry/polygonal rubble masonry (uncoursed/brought to courses) with hard stones of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement :6 sand : 12 graded stone aggregate 20mm nominal size) at plinth level in Cement Mortar 1:6(1 cement:6 sand) complete in all leads and lifts.
16.76
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-
Providing and laying cement concrete 1:2:4 (1cement :2 Sand: 4 graded crushed stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge in:-
-
-
-
Foundation, footing and base of coloumn and like mass concrete complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts.
2.24
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-
Suspended Floor roofs, landing and shelves and their support balconies,beams,girders,bressumers and contilever upto floor two level complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts.
9.06
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-
Columns pillars , Posts and struts in square rectangular or polygonal in plan complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts.
4.97
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-
Laying / placing of mild tor steel reinforcement for RCC work including bending, binding & placing in position complete upto floor two level i.c cost of binding wire with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge. ( Labour Rate )
4690.86
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-
Providing form work with steel plates 3.15mm thick welded with angle iron in frames 30x30x5mm so as to give a 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 plain concrete work in complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts.
-
-
-
Foundation, footings basis of columns etc. and mass concrete complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts.
8.11
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-
Vertical surfaces such as wall(any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like -
470.71
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-
Flat surfaces such as soffits of suspended floors roofs landings and the like floors etc. up to 200 mm in thickness with in all leads and lifts.
82.82
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-
Sides and Soffits of beams, beam haunchings, contiliver girders, bressumers and lintels not exceeding 1 Metre in depth in all heights from floor complete in all respect with in all leads and lifts.
6.34
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-
Columns pillars , Posts and struts in square rectangular or polygonal in plan complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts.
35.28
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-
20 mm thick cement plaster in single coat on rough side of brick/stone/concrete stone walls for interior plastering up to floor two levels including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80 mm in girth and finished even and smooth in cement mortar 1:4 (1 cement:4 sand) with in all leads and lifts
4
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-
20 mm thick cement plaster in single coat on rough side of brick/stone/concrete stone walls for interior plastering up to floor two levels including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80 mm in girth and finished even and smooth in cement mortar 1:6 (1 cement:6 sand) with in all leads and lifts
12.89
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-
Providing and laying cement concrete work 1:1.5:3 (1cement :1.5 sand: 3 graded crushed stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge in: -
-
-
-
Foundation footing bases of columns and like mass concrete complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts.
12.19
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-
Wall ( any thickness but not less than 0.10 mtrs. Thickness) including attached pillasters buttresses, plinth and string courses etc. from top of foundation level upto floor two leve complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts.
31.45
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-
Suspended floors, roofs,landings and shelves and their supports, balconies, beams, girders, bressumers and cantilivers up to floor two level complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts.
1.57
-
-
Brick work using common burnt clay building bricks in foundation and plinth 1st class bricks cement mortar 1:6(1cement:6sand) with in complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts.
11.53
-
-
Providing wood work in frames of doors, wndows, clerestory windows and other frames wrouhgt, frramed and fixed in position in 2nd class Deodar wood within all leads and lifts as per direction & satisfaction of Engineer-in-charge.
0.56
-
-
Providing and fixing panelled glazed or panelled and glazed shutters for doors, windows and clerestory windows i/c bright finished black enammeled iron hinges with necessary screws: 2nd class deodar wood 40mm thick including entire carriage of material as per satisfaction of Engineer-in-charge.
11.99
-
-
Half brick work using common burnt clay buildings bricks in superstructure above 1st floor level in cement mortar 1:4(1cement:4sand) 2nd class bricks with in all leads and lifts.
4.59
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-
Pointing on brick work with cement mortar 1:3 (1 cement:3 sand) with in complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts.
40.85
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-
6mm thick cement plaster to ceiling in CM 1:3 ( 1Cement :3 Sand) with in complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts.
50.1
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-
15 mm thick cement plaster in single coat on rough side of brick/concrete stone walls for interior plastering up to floor two levels including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80 mm in girth and finished even and smooth in cement mortar 1:6 (1 cement:6 sand) with in all leads and lifts
84.03
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-
Providing and fixing M.S. grills of require pattern in wooden frames of windows etc. with M.S. Flats, square or round bars with round headed bolts and nuts or by screws with in complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts.
71.5
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-
Providing and fixing wire gauge shutters using galvanised M.S.wire gauge of I.S gauge designation 8 S.G. with wire of dia 0.56mm for doors windows and clerestory windowsincluding bright finished black enamelled iron hinges with necessary screws 30mm thick 2nd class deodar wood with in all leads and lift complete in all respect
14.34
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-
Boulder filling behind retaining wall under floor with in complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts.
4.48
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-
Providing 40x3mm flat iron hold fast 40cm long i.e fixing to from with 10mm dia bolts, nuts and wooden plug and embedding in cement concrete block 30x10x15cm 1:3:6 ( 1cement 3 sand 6 graded stone agg. 40mm nominal size) in complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts.
30
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-
White washing with lime on undecorated wall surfaces(two coats) to give an even shade including thoroughly brooming the surface to remove all dust dirt & other foreign matter with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge.
211.62
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-
Distempering with dry distemper of approved brand and manufacturer (two coats) and of required shade on un-decorated wall surface to give an even shade over and including priming coat of whiting after througly brushing the surface free from mortar and other foreign matters with in all leads and lifts complete in all respect. in all leads and lifts.
84.03
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-
Finshing wall with with oi bound washble distemper paint of approved brand and manufacture (two coats) brushing to give an even shade i/c cleaning of oil, dirt, dust and other foreign matters, sand papering and knotting etc. in all leads and lifts complete in all respect
12.89
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-
Providing and fixing anodized M.S sliding door bolt anodized transparent or dyed to required colour and shade with bolts and nuts and screw complete with in all leads and lift
-
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300x16mm
2
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Providing and fixing MS tower bolts(barrel type)anodized transparent or dyed to required shade and colour with screws etc. in complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts.
-
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200x10mm.
30
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-
Providing and fixing M.S handles anodized transparent or dyed to required colour or shade with necessary screws etc. complete with in all leads and lifts 125mm
20
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-
Applying priming coat on new wood and wood based surfaces with ready mixed paint and brushing to give an even shade including cleaning of all dirt,dust and other foreign matter with in complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts.
23.98
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Painting two coats (excluding priming coat) on new wood and wood based surfaces,with enamel paint to give an even shade including cleaningthe surface of dirt ,dust and other foreign matters sand papering and stopping with readymade paint other than white with in all leads and lifts..
23.98
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-
Providing and fixing man hole cover made with angle iron 40 x40x 3 mm thick( base frame) & 30x 30x 3 mm thick top frame covered with MS sheet 6 mm thick with locking arrangements to avoid the anti social activities ( lock with a set of 3 keys). ( Weight of man hole cover should not be less than 34 Kg) with in all leads and lifts
2
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-
Providing and laying cement concrete 1:5:10(1cement:5sand:10 graded stone aggregate of 40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining walls/breast walls, the size of plums shall usually be 150mm to 300mm as per H.P.P.W.D specification including all leads and lifts
22.88
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-
Laying , jointing and testing in trenches galvanised mild steel tube screwed and socketed of following dia metre, including carriage of pipe and cost of fitting such as bends, tees, air valve, unions and collars etc, as per direction and to the entire satisfaction of Engineer in charge. (Earth work to be measured and paid for seperately) with in all leads and lifts. ( Labour Rate )
-
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-
20 mm
150
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-
25 mm
350
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-
50 mm
3300
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-
Laying , jointing of G.I pipes for Inlet , Outlet scor pipe and by pass arrangements complete in all respect 100 mm dia
25
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-
50 mm dia
40
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-
Providing and fixing C.I sluice valve ( with hand wheel ) as per IS:780 Class-I upto 100 mm dia ( including brass spindal and as per IS; 2906 class- for diameters more than 100 mm complete including all alided accessories. with in all leads and lifts
3
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-
Providing and fixing sand cast /cast iron spun spigot and socket soil waste and ventilating pipes ( lead caulked joints to be measured and paid for separately ) 100 mm dia
4
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-
Providing and fixing cast iron cowl 100 mm nominal diameter complete including all alided accessories. with in complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts.
2
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-
50 mm dia
6
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-
Providing and placing in horizontal layers filtering media duly graded, screened,cleaned and washed as specified :complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts.
-
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Top layer, Fine sand( Eff. Size 0.20mm to 0.40 and uniformity co-efficient 2.00 to 3.00).
15
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-
Second layer, Coarse sand, 3mm - 6mm
2
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-
Third layer : Bajri 6mm to 20 mm.
2
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-
Fourth layer : Bajri 20mm to 25 mm
2
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Bottom layer : Broken stone 50mm to 75 mm.
3
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-
Brick Layer under bottom layer of filter media
1685
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-
Providing and fixing 500 mm dia precaste man hole cover in cement concrete 1:2:4 ( 1cement:2 sand : 4 graded stone aggregate 20mm nominal size) with angle iron frame compelete( The weight of frame should not be less than 15 kg) complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts.
3
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-
Laying, jointing and testing in trenches Galvanised mild steel tubes( by way of circumfrential butt welded joints by electrical arc welding including cutting of threaded portion ) of following dia meters confirming to BIS 1239-2001 (GI Pipes) (latest with upto date amendments) having wall thickness as per code with bevelled/ plain ends in random length of 4 to 7 meters, including specials, short pieces, bends, reducers, tees etc. made from parent tube, The laying of pipe will include all operation such as cutting, welding, jointing, providing & fixing of MS flanges, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The damaged portion of the pipes and specials made form the parent tube during welding or otherwise shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately).
-
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-
65 mm dia Wall thickness 4.50 ( H) ( Butt welding joints 100 % )
333
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-
65 mm dia Wall thickness 4.50 ( M) ( Butt welding joints 100 % )
333
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-
Laying, jointing and testing in trenches to be levelled to grades, GI flanged pipes of following diameter confirming to IS:1239-1990( Part-II) having minimum wall thickness as per IS code and class of pipes specified below, provided and jointed with flanges conforming to tables as specified below of BIS 6392-1971 welded at both ends according to relevant BIS standards and detailed specifications and provided with nut & bolts of required sizes, 3mm thick compressed asbestos fiber jointing gasket / synthetic rubber gasket confirming to relevant BIS codes including all kinds of flanged short pieces, bends, tees & other specials etc made from parent tubes & welded with flanges of tables as applicable for the particular reach as per site conditions including flushing, cleaning & hydraulic testing as per directions of Engineer-in-charge.
-
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-
65 mm dia G.I pipe ( H) W.T 4.50 mm F.T-28 from ( Flanged 5 % )
17
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-
65 mm dia G.I pipe ( M) W.T 4.50 mm F.T-17 from ( Flanged 5 % )
17
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-
Pumping Machinery (Stage-I)
Providing and fixing of submersible water pumping set for(175 mm dia bore well) of reputed make such as KSB / Kirloskar / CALAMA/Johnston / Oswal/BS/ SABAR make confirming to latest relevent BIS code.The pump should be fitted with free flow impellers of suitable alloy as per BIS 5659-1970 latest suitable for clear cold water with turbidity up to 50 PPM having greased packer bearings & shaft with bound stator on motor side & with shaft protection sleeve on pump side ensuring better life for shaft confirming to BIS specifications. The pump shall be directly coupled to a submersible squirrel cage electric induction motor of same make confirming to relevent BIS code latest with up to date ammendments totally dust & water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber & grease packed lubricated bearings & provided with stainless steel thrust bearing plate to with stand non vertical loads with minimum wear & tear.It should also be fitted with a device to take up expansion of water with heating of motor. The pump set should include water level guard errection clamps,cable clips & depth gauge etc. The pump should be suitable for operation on data given below:- Revised duties
30
-
-
Booster-I
-
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-
Discharge = 1.94 Lps
-
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-
Total Head = 262.10 mtr
-
-
-
Length of Rising main = 700 mtr
-
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-
Dia = 65 mm
-
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Providing and installation of control panel as per L&T/Havel/KSB / approved specifications and having protection of motor on occurance of faults { Triping on occurance of fault(s) i.e. Moisture, high motor temperature, dry running, reverse rotation, Single phasing, voltage imbalance, overload and short circuit } and indiation thereof by glowing fault lamp ; for motors above 30 KW another protection of Mechanical seal failure shall also be provided in addition to above protections; fitted with required accessories as per manufacturer standard practice.
2
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-
Providing double flanged CI or CS sluice valve as per requirement /pressure of L&T/Havel/ Leader/BHEL/Kirlosker/GLEd/Kilburn Fourses / Kartar make and one dia higher than the suction dia of pump and cpable of withstanding the normal seat pressure as per IS:780:1984 with upto date ammendments in complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts.
2
-
-
Providing double flanged NRV as per requirement /pressure of L&T/Havel/ Leader/BHEL/Kirlosker/GLEd/Kilburn Fourses / Kartar make and one dia higher than the delivery size of pump and cpable of withstanding the normal seat pressure as per IS:780:1984 with upto date ammendments. RD-0=300 Class & at RD-350=150 Class in complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts.
2
-
-
Providing and Laying PVC jointless flat water proof cable 2.5 sqmm as per BIS 694-1990 (latest with up to date ammendments) suitable for the pump sets offered from OCB to motor, motor to starter including all other electrical equipments such as Thimbles, flexible pipes, solder,nuts & bolts,cable glands etc. laid in pipes or trenches. The type,size & make will be subject to approval of HPSEB authorities.In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer free of cost. in complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts.
180
-
-
Providing and Laying uPVC Column pipe/ Delivery pipe of make Estral/Ashirvad/finolex/SFMC & special from pump set to ground level and up to sump well as per layout drawings approved by Engineer-in-Charge The pipes shall be capable of withstanding 1.5 times the total presure indicated in required pump. in complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts.
120
-
-
Providing and fixing stay wire/sling wire PVC coated 4 mm thick as per specification and to the entire satisfaction of the Engineer-in-charge.
160
-
-
Installation and errection of pump as per all items apparing at serial No. 44 to 50 systematicaly as per drawing of as directed by the Engineer-in-charge.
1
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-
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