Himachal Pradesh Agriculture Development Society Tender
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Himachal Pradesh Agriculture Development Society Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date6 Sep 2024
Closing Date17 Sep 2024
Tender Amount₹ 35,62,800
Costs
EMD
₹ 61,000Document Cost
₹ 1,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HPCDP_92754_1Bid Award Id
ViewTender No
F(5)-49/2023-1098dt06.09.2024Tender Authority
Himachal Pradesh Agriculture Development Society ViewPurchaser Address
-Website
http://http://hpcdp.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and then disposing of surplus excavated soil as directed, within all lead and lifts including restoration of unmettalled surfaces to its original condition complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
2260
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-
Centering and shuttering including strutting, propping etc. and removal of form work for :
-
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-
Foundations, footings, bases for columns, mass concrete complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
99.86
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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.
265.16
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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.
24.37
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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.
69.64
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-
Columns, Pillars, Piers, Abutments, Posts and Struts complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
68.42
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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.
26.32
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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.
1.25
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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.
7.98
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-
Providing and laying in position cement concrete 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20 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.
2.45
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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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-
In reatining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed, bkocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering & finishing cpmplete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
11.68
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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.
10.19
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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.
15.08
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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.
15.86
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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.
3.62
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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.
7.48
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-
P/L Damp proof course 40 mm thick with cement concrete 1:2:4 (1 cement :2 sand:4 graded stone aggregates 10 mm nominal size) and curing complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2.42
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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.
2.09
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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.
11.92
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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.
61.34
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-
6 mm cement of plaster mix 1:3 ( 1 cement :3 fine sand) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
14.55
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-
Gravel packing in Tubewell construction in accordance with IS 4097,including providing gravel fine/medium coarse, in required grading & size as per actual requirement, complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
19.18
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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 sqm. On damp proof course after cleaning the surface with brushes and finely with a piece 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.
2.42
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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.
4561.06
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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.
1067.35
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P/F 1 mm thick M.S Sheet garage door with frame and diagonal braces of 40 x 40 x 6 mm angle iron 3.15 mm M.S Gusset Plates at the junctions and corner 25 mm dia pulley, 40x40x6 mm angle and T-iron guide at the top and bottom respectively, including applying a primer coat of red lead paint, complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
6.12
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Providing & Laying no fine concrete 1:4 (1cement : 4 stone) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. .
19.49
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Providing & Fixing 200mm Wide CI Rungs with Chequered/Ribbed Non Slip Surfaces i/c fixing in M/Hole with 200 x 100 x 100 mm Cement Concrete 1:3:6 (1Cement:3 Sand: 6 Aggregate 40mm Nominal Size),complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
29
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-
P/F 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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P/F 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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-
P/F angle iron frames for doors windows and ventilators of mild steel angle section of size 35x35x5 mm joins mitred and welded by angle iron 35x35x5 mm or 35x5 mm flat pieces of the existing T- iron frame or to the wall with dash fastner including fixing of neccessary butt hinges and screw 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.
42.12
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Lowering of steel well curb in the pit & assembling in position complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
707.42
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-
Wet well sinking in gravel including all pumping, soring & bailing out the water etc. within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
-
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-
From spring level to 3.00 mtr. Depth
47.71
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From 3.00 metre depth to 6.00 mtr. Depth
36.58
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-
Providing, laying, jointing , commissioning and testing in trenches (to level or grade) GMS tubes confirming to IS : 1239: 2004, medium class with all necessary fittings conforming to IS specification capable to withstand the required hydraulic test pressure as per IS code in random length of 6.00 mtrs. including flushing ,cleaning and hydraulic testing of pipe complete in all respect within all leads and lifts and to the entire satisfaction of Engineer-in-Charge.
-
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25 mm Dia
0.3
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-
100 mm Dia
312
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-
150 mm Dia
24
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-
Providing and fixing CI Sluice Valve of following dia & class of Leader / Kartar / Kirloskar make with MS Flange of Table 5 as per IS 6392-1971 & 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.
-
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-
80 mm dia, PN-1.0 (10.2 Kg/cm²)
6
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150 mm dia, PN-1.0 (10.2 Kg/cm²)
2
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-
Providing circumferencial Butt welded joints by electrical arc welding to GMS tubes confirming to IS : 1239: 2004 of 80 mm dia,welded in requisite numbers of weld runs to make the joint leak proof so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, 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 complete in all respect including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.
7
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Providing circumferencial Butt welded joints by electrical arc welding to GMS tubes confirming to IS : 1239: 2004 of 100 mm dia,welded in requisite numbers of weld runs to make the joint leak proof so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, 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 complete in all respect including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.
49
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-
Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS:16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinic+PVC coated, Mesh wire diameter 2.7/3.7mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
24
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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) 100 mm 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.
3
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-
Providing and fixing ISI marked oxidised M.S. handles 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.
12
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-
Fencing with angle iron post placed at required distance embeded in cement concrete blocks every 15th post last but one end post and corner post shall be strutted on both side end post on one side only and provided with horizontal lines and two diagonal interwoven with horizontal wire of barbed wire weighing 9.38 kg per 100 mtr. betweeen the two post fitted and fixed with GI Stapples turn buckels etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
82.06
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-
White Washing with lime to 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.
26.56
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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.
30.46
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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.
28.27
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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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75 mm dia HDPE pipe (PN 6.0, PE 100)
1654
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90 mm dia HDPE pipe (PN 6.0, PE 100)
250
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Providing and Fixing HDPE Air Release Valve 25 mm dia with G.I socket of 25mm dia Tee & GI Nipple of 25mm Dia on distribution system including jointing and fitting. The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts.
3
-
-
Providing and Fixing CI Non Return Valve 100 mm dia 10.2 Kg/cm2 Kartar make i.e. MS Flange of Table as per IS6392-1971 of 5 WT of 49.00 Kg & Welding of MS Flanges in two layers on both faces and i/c carriages. The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts.
1
-
-
Providing and fixing of 63 mm hydrant with main or submain line including HDPE Riser 63 mm double threaded PN-6.0, 63 mm PP ball valve, bend, male female coupler threaded PN-6.0, service saddle PN-6.0 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.
25
-
-
Providing and Fixing Puddle Collar 80mm Dia complete with all necessary fitting & accessories to the entire satisfaction of the Engineer-in-Charge.
4
-
-
Providing and Fixing PP Ball Valve 90mm Dia with flange complete with all necessary fitting & accessories to the entire satisfaction of the Engineer-in-Charge.
1
-
-
Providing and Fixing PP Valve 75mm Dia with flange complete with all necessary fitting & accessories to the entire satisfaction of the Engineer-in-Charge.
3
-
-
Supply 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 b 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 (Discharge Required 6.34 LPS & Total Head 77.59 mtr.) .
1
-
-
Providing and fixing M-Power Module , L&T make for mobile controller vide Cat no. GSM 03010000 of reputed make conforming to standard with upto date with supply 160 -500v. AC -50 hz. Single phase/ three phase wire including cabling computed to delivery result in all repect and entire satisfaction of Engineer-in Charge.
1
-
-
Providing and fixing capacitor -15 kvr with mobile set including sims with message pack in all respect and entire satisfaction of the engineer-in charge.
1
-
-
Providing and fixing automatic panel board MU-G40 of L&T make for 35 HP submersible motor make manufactured by parental company compridsing MNX contact and MN relay, overload and single facing protection conforming to IS:13947 -4 IEC-60947-4 along with testing certificate including pumping button autostart autostop and restart facility , ICTP switches and all other electrical accsorries with required for the job single phase preventor , 3 -Phase indicator , time , relay selector cabiling to delivery result with all leads and lift as per direction of engineering in charge.
1
-
-
Providing and Fixing Valve Box for Hydrant Size 12'' (Rectangular) complete in all respects and up to entire satisfaction of the Engineer-in-Charge. 12'' Box
25
-
-
Restoration charges for digging of metalled road & shoulder including getting permission from concerned authority & repair the same complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. .
40
-
-
Providing chain pulley block tripod with chain pulley having capacity of 1 Ton.
1
-
-
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.
1992.15
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-
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