Himachal Pradesh Agriculture Development Society Tender
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Himachal Pradesh Agriculture Development Society Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date5 Jul 2024
Closing Date18 Jul 2024
Tender Amount₹ 28,93,150
Costs
EMD
₹ 50,900Document Cost
₹ 1,500Tender Fee
Refer Documents
Summary
C/o Lift Irrigation Scheme Amroh Muladi
Description
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Contact
Tender Id
2024_HPCDP_90178_1Bid Award Id
ViewTender No
No.AGR. DPMU. KGR. F (7) Tender/13/2022-681Tender Authority
Himachal Pradesh Agriculture Development Society ViewPurchaser Address
-Website
http://http://hpcdp.nic.in/
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Documents
BOQ Items
Centering and shuttering including strutting, propping etc. and removal of form work for :
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Foundation, footings bases of columns etc. for mass concrete complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.
143.29
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Walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.
85.8
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Suspended floors, roofs, landings, balconies and access platform complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
8.22
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Lintels, beams, plinth beams, girders, bressumers and cantilevers complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
0.9
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Edges of slab and break in floor and walls complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
16.44
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Extra allowance for form work in concrete lining.
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In Bed complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.
39.02
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In side slopes complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.
36.78
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Providing and laying in position cement concrete 1:5:10 (1 Cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
0.35
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Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
14.56
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Providing and laying in position cement concrete 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centering , shuttering in All work up to plinth level, complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
9.04
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Providing cement concrete lining 15 cm thick or less for irrigation channels using cement concrete 1:2:4 (1 Cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) in bed and curing complete excluding the cost of centering and shuttering.
39.02
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Providing cement concrete lining 15 cm thick or less for irrigation channels using cement concrete 1:2:4 (1 Cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) in side slope and curing complete excluding the cost of centering and shuttering.
36.78
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Providing and laying in position cement concrete 1:2:4 (1 Cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of centering and shuttering
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All work up to plinth level excluding the cost of centering, shuttering & reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
0.18
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Providing and laying in position reinforced cement concrete 1:1.5:3 (1cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) and curing complete in :
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All work up to plinth level excluding the cost of centering, shuttering & reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
32.62
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In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level upto all level, excluding the cost of centering, shuttering and reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1.45
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In beams, suspended floors, roofs having slope upto 15 degree landing , balconies, shelves, chajjas, lintel , bands, plain window sills, staircase and spiral stair cases above plinth level up to floor five level , excluding the cost of centeringb , shuttering , finishing and reinforcemen with 1:1.5:3 ( 1 cement : 1.5 coarse sand:3 graded stone aggregates 20 mm nominal size) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1.61
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Providing and laying cement concrete 1:1:2 (1cement : 1 sand : 2 graded stone aggregate 20 mm nominal size) and curing complete in and excluding cost of form work in foundation and plinth complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
4.59
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Providing and laying in position cement concrete 1:1:2 (1cement : 1 sand : 2 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in walls including attached buttress pilasters and thire caps basis and string courses etc. upto floor two level complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
8.59
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Stone/ Boulder filling behind the Retaining wall , also under floor and upstream of i/ gallery/ under floor etc.complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
16.48
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Brick work with common burnt clay F.P.S (non modular) Bricks of class designation 7.5 in foundation and plinth in all shape and size in Cement mortar 1:6(1 cement:6 coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
5.23
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Brick work with common burnt clay F.P.S (non modular) Bricks of class designation 7.5 in super structure above plinth level upto floor V level in all shape and size in Cement mortar 1:6(1 cement:6 coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
3.93
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Half Brick masonry with common burnt clay F.P.S (non modular) Bricks of class designation 7.5 in super structure above plinth level upto floor V level in all shape and size in Cement mortar 1:6(1 cement:6 coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1.35
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6 mm cement plaster on the rough side of single of mix 1:3 (1 cement : 3 coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
7.32
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15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement :4 coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
36.54
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Cement Concrete flooring 1:2:4 (1Cement : 2 Coarse Sand : 4 graded stone aggregate ) finished with a floating coat of neat cement, including cement slury but excluding the cost of nosing of steps complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
748.98
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20 mm thick cement plaster of mix 1:4(1cement:4coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
894.94
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Supply and filling in filling with sand under floors, including watering, ramming, consolidating and dressing complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
0.47
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Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I staples, turn buckles etc complete (cost of Posts, Struts, earth work and concrete work to be paid separately) Payment to be made as per meter cost of total length of barbed wire used. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
178.54
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Providing and applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square meter on damp proof course after cleaning the surface with bruses and finally with apiece of cloth lightly soaked in kerosene oil complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
1.77
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Providing Mild steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2669.08
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Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
374.87
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Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded, by angle iron 35x35x5 mm or 35x5mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer , complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
26.52
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Providing and fixing 1 mm thick M.S sheet slidng shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T-iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer, complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
4.32
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Providing and fixing M.S round or square bar with M.S flat at required spacing in wooden frames of windows and clerestory windows ( M.S Grill )complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
38.79
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Providing and fixing 40x5 mm flat iron hold fast40 cm. Long including fixing to frame with 10 diameter bolts , nuts and wooden plugs and embedding in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement:3 coarse sand:6 graded stone aggregates 20 mm nominal size) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
10
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P/F ISI Marked oxidised M.S sliding door bolts with nuts and screw etc. Size ( 250x16 mm ) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1
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P/F ISI Marked oxidised M.S tower bolt black finish (barrel type ) with neccessary screw etc. Size (250x10 mm ) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
4
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Providing, laying, jointing, testing & commissioning at site in trenches bevelled ended BIS marked MSERW pipes 300 mm dia of various grade conforming to IS/ISO-3183-2012 L260 or X42 or its equivalent specifications latest with upto date amendments of following dia with upto date amendments having wall thickness and per Rmt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code in random lengths of 6 to 7 mtr. The pipes ends shall be bevelled suitable for butt welding including the cost of jointing with butt welding conforming to IS 816-1969 or latest as applicable ends with upto date amendments (leak proof) in three layers at site of work with welding rods of standard make and all allied accessories whatever required for welding at site, tail pieces, tees, bends and other specials manufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions and cutting of pipes wherever required as per site requirement including carriage in all leads and lifts and as directed by Engineer-in-charge. The pipe shall haves zinc coating inside & out side conforming to IS/ISO-4736-1986 or latest with upto date amendments & shall be engraved with code IS/ISO-3183-2012 or its equivalent. The laying shall conform to BIS 5822-1970 or latest with upto date amendments with provision of scour pipe after every km by providing Tee & Sluice valve etc. complete to the entire satisfaction of Engineer-in-charge (Earth work shall be measured and paid for separately). complete in all respect within all leads and lifts and to the entire satisfaction of Engineer-in-Charge.
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300 mm Dia
3
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Providing, laying, jointing and testing in trenches (to level or grade) GMS tube ( IS : 1239: 2004) of following dia, & medium Class conforming to IS specification capable to withstand the required hydraulic test pressure as per IS code in random length of 6.00 mtrs. complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge. (EARTH WORK IN TRENCHES TO BE MEASURED PAID FOR SEPARATELY). complete to the entire satisfaction of Engineer-in-charge (Earth work shall be measured and paid for separately). complete in all respect within all leads and lifts and to the entire satisfaction of Engineer-in-Charge.
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100 mm Dia
234
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150 mm Dia
42
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25 mm Dia
0.1
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Providing and fixing CI Non return Valve of 100 mm dia & (PN-1.0, 10.2 Kg/cm²) class of Leader / Kartar / Kirloskar make with MS Flange of Table 5 as per IS 6392-1971 WT-49.00 Kg & welding of MS Flanges in two layers on both faces complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1
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Providing and circumferencial Butt welded joints by electrical arc welding to GI pipe following dia having following dia of pipes wall thickness welded in requisite numbers of weld runs so as to achive the minimum effective throat thickness of weld conforming to IS 816-1969 specification , by using welding electrodes of 2.5 mm to 6.3 mm of ADVANI oerlikon (Adore)- CITOJET/ESAB make, conforming to IS 814-1991, at site of work . The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts.
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100 mm
36
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Providing and welding M.S. flanges @ 1% of joints, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) following Dia Medium Class with plain end GI pipe in requsite number of layers on both faces to make the joint leak proof (The cost of providing and laying of GI pipes to be measured and paid for seprately). The welding of flanges should conform to IS:816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364. including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts.
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300 mm (Flange table 5) for fish plate
1
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100 mm (Flange table 5)
3
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Providing and fixing CI sluice valve of following dia 10.20 katar make (PN-1.0) i/c MS flange of Table - 5 as per IS 6392-1791 of WT of following Kg & welding of MS Flange in two layers on both faces and i/c carriages in all respectwithin all leads & lifts to the entire satifaction of engineer in charge with in all leads and lifts.
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150 mm weight 71.30 kg
3
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80 mm weight 44.30 kg
1
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Providing and fixing 8mm thick fish plate complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
0.07
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Providing and fixing ISI marked oxidised M.S. handles 125 mm conforming to IS:4992 with necessary screws etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
10
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Providing and fixing on wall face unplasticied Rigid PVC Rain water pipes conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5582, leaving 10 mm gap for thermal expansion, single socketed pipes 110 mm diameter U-PVC pipes complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
6.3
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White Washing with limeto give an even shade: New Work (three or more coats), complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
22.6
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Finishing walls with water proofing cement paint required shade New Work ( Two or more coats applied @ 3.84 kg./10 sqm), complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
21.26
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Finishing with epoxy paint (two or more coats) at all locations prepared on steel work and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
18.14
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Providing and fixing M.S fan clamp type 1 of 16 mm dia M.S bar bent to shape with hooked ends in RCC slab during laying including painting the exposed portion of loop, complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1
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Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 Cement : 3 Coarse sand :6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling &dressing &finishing the top smoth, complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
3.32
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Providing & Fixing on wall face unplasticised-pvc moulded fittings/accessories for unplasticied rigid pvc rain water pipes conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for themal expansion single pushfit coupler 110 mm dia complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2
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Providing & Fixing on wall face unplasticised-pvc moulded fittings/accessories for unplasticied rigid pvc rain water pipes conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for themal expansion 110 mm dia complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2
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Providing & Fixing on wall face unplasticised-pvc clips of approved design to unplasticied pvc rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement:4 coarse sand)and making good the wall etc.110 mm dia complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
6
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Providing and fixing puddle collar 100 mm dia complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1
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Providing and fixing PP ball valve 100 mm dia with flange complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1
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Providing, laying, jointing, commissioning & testing in trenches HDPE pipes of following diameters & classes as per IS 4984 (1995) and jointing the pipes with push type compression joints by hydraulically operated machines, butt fussion welding & electro fusion welding machines i/c necessary fittings, bends, tees, unions, flanges, collars & reducers etc. confirming to IS 8360 & IS 8008 with latest ammendments & shall be provided as per site conditions. Flanging of the pipes shall be made as & where required. Jointing shall be confirming to IS code 8008 & IS 7634, stub ends will be welded on pipes & MS flange shall be provided with slip on covered by epoxy coating/plastic powder. The flange should be confirm to ANSI B 16.5 with necessary nuts & bolts. All manufacturing maerial used shall be in accordance to IS 4427-2007 (latest revision) with 100 % virigin pre-compounded or natural PE resin. Jointing shall be complete in all respects i/c testing at site upto entire satisfaction of the Engineer-in-Charge. For Approved makes as per the list Enclosed in bidding Document Page No. CF-8.
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90 mm dia HDPE pipe (PN 6.0, PE 100)
475
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110 mm dia HDPE pipe (PN 6.0, PE 100)
60
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Providing and fixing of 63 mm hydrant with main or submain line including HDPE Riser 63 mm double threaded PN-10.0, 63 mm PP ball valve, bend, male female coupler threaded PN-10.0, service saddle PN-10.0 and elbow bend with steel clamp complete in all respect and jointing by butt fusion process (as per requirement of main & sub main line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
-
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For distribution system with 90 mm dia
6
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For distribution system with 110 mm dia
1
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Providing and fixing valve box for Hydrant size 12", complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
7
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Providing and fixing HDPE Air Release Valve of 25 mm Dia with G.I socket of 25mm dia tee & GI nipple of 25 mm dia in distribution system complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1
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Supply & Erection commisioning & testing of submersible pumping set of KSB/Kirloskar/SU/Johnstion/Lubi make comprising to latest relevant BIS Code the pump should be fitted with bronze impeller of suitable alloys as per IS :8034-1979 Latest suitable for clear water having greased packed bearing and shaft with wound stator on motor side and with soft protection sleeve on pump side ensuring better life for soft coupled to a submersible squirrel cage electric induction motor ( water proof type )of required HP, RPM 2900 of reputed make conforming to BIS 9238-1979 latest with up to date amendments totally dust and water proof for submersible duty isolated from pump intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearing and provided with stainless steel thrust bearing plate to with stand non vertical load with minimum wear and pear it should also be fitted with a device to take up expansion of water with the heating of motor including with all accessories required 5hp(Discharge Required 10.00 LPS & Total Head 20.95 mtr.) .
1
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Providing and Fixing M-Power Module, L&T make for mobile controller vide cat no. GSM 03010000 of reputed make confirming to standard with upto date with supply 160-500 v . AC-50 hz single phase/three phase wire including cabling computed to delivery results complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1
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Providing and Fixing capacitor -15 Kvr with mobile set including sims with message pack complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1
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Providing and fixing automatic pannel board MU-G40 of L&T make for 35 HP submersible Motors make manufacturered by parental company comprising MNX contacts and MN relays, overload and single facing protection conforming to IS-13947-4 IEC-60947-4 along with testing certificates including pushing button autostart, auto stop and restart facility, ICTP switches and all other electrical accessories which required for the job single phase preventor, 3- phase indicator, time, relay selector cabiling to delivery results complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1
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Writing new letters and figures of any shade with synthetic enamel black or any other approved colour to give an even shade as per drawings and technical specifications clause 1701 in English and roman, hyphen, commas and the like not to be measured and paid complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2031.15
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