Himachal Pradesh Agriculture Development Society Tender
... More
Bidassist allows us to explore new opportunities across the whole world so as to support the growth of the business. It is designed in such a manner that if we need any kind of information about any government e-tender the Himachal Pradesh government has posted on its website, Bidassist provides the same in a very hassle-free manner. As BidAssist is designed as a very user-friendly website which helps us find the specific Himachal Pradesh etender we are looking for.
Himachal Pradesh Agriculture Development Society Tender
Civil And Construction
Excavation
Water Storage And Supply
Eprocure
Opening Date21 Mar 2025
Closing Date1 Apr 2025
Tender Amount₹ 61,65,380
Costs
EMD
₹ 94,154Document Cost
₹ 2,000Tender Fee
Refer Documents
Summary
C/o Tube Well Scheme At Chabuan
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_HPCDP_102675_1Tender No
No.AGR. DPMU. KGR. F (7) Tender/13/2022-3814Tender Authority
Himachal Pradesh Agriculture Development Society ViewPurchaser Address
-Website
http://http://hpcdp.nic.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
... More
Extra allowance for formwork in concrete lining
-
-
-
... More
In bed within all leads and lifts and to the entire satisfaction of the engineer-in-charge.
0.75
-
-
... More
In sides within all leads and lifts and to the entire satisfaction of the engineer-in-charge.
0.75
-
-
... More
Centering and shuttering including strutting, propping etc. and removal of form work for :
-
-
-
... More
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.
5.87
-
-
... More
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.
459.6
-
-
... More
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.
37.68
-
-
... More
Arches, domes, vaults upto 6 m span.complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.
6.66
-
-
... More
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.
19.55
-
-
... More
Suspended floors, roofs, landings, balconies and access platforms, complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
23.72
-
-
... More
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.
21.43
-
-
... More
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.
387.2
-
-
... More
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.
14.79
-
-
... More
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.
1.27
-
-
... More
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) and curing complete excluding the cost of centering and shuttering
-
-
-
... More
In Bed complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
0.75
-
-
... More
In Sides complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
0.75
-
-
... More
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
-
-
-
... More
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
-
-
... More
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 :
-
-
-
... More
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.
9.08
-
-
... More
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.
23.31
-
-
... More
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.
7.8
-
-
... More
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.
2.14
-
-
... More
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.
3.78
-
-
... More
Cement concrete flooring 1:2:4(1 cement :2 coarse sand :4 graded stone aggregates) finished with a floating coat of neat cement including cement slurry but excluding the cost of nosing of steps etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
9.28
-
-
... More
Providing and laying 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.
2.69
-
-
... More
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 Cement:6 corease sand 12 aggregate stone 20 mm) upto plinth level complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
7.58
-
-
... More
Brick work with common burnt clay F.P.S (non modular) Bricks of class designation 7.5 in superstructure above plinth level up to 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.
7.35
-
-
... More
Half brick masonry with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in cement mortar 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.
1.81
-
-
... More
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.
67.36
-
-
... More
Supplying and filling in plinth 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.
1.02
-
-
... More
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.
13.52
-
-
... More
Boulder filling under floor or behind retaining walls complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2.03
-
-
... More
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.
2.69
-
-
... More
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.
3683.44
-
-
... More
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.
961.37
-
-
... More
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.
42.12
-
-
... More
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.
6.12
-
-
... More
Making plinth protection 50mm thick of cement concrete 1:3:6 (1cement: 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 smooth, complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
4.52
-
-
... More
Providing and fixing M.S. fan clamp type 1 of 16mm dia M.S bar bent to shape with hooked ends in RCC slab during laying including painting the exposed portion of loop, all as per standard design, complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1
-
-
... More
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.
29.84
-
-
... More
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.
14
-
-
... More
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
-
-
... More
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.
6
-
-
... More
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.
-
-
-
... More
125 mm Dia
69.1
-
-
... More
150 mm Dia
119
-
-
... More
Providing and fixing CI Sluice Valve of following dia & (10.2 Kg/cm²) 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.
-
-
-
... More
100 mm dia, PN-1.0 (Wt- 44.30 Kg/cm²)
7
-
-
... More
150 mm dia, PN-1.0 (Wt- 71.30 Kg)
40
-
-
... More
125 mm dia, PN-1.0 (wt-56.30 Kg)
12
-
-
... More
Providing and fixing CI Non return Valve of 150 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-83.00 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
-
-
... More
Providing circumferencial Butt welded joints by electrical arc welding to GMS tubes confirming to IS : 1239: 2004 of 150 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.
15
-
-
... More
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.
-
-
-
... More
125 mm (Flange table 5)
24
-
-
... More
150 mm (Flange table 5)
1
-
-
... More
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type-A, including Jointing with seal ringconfirming to IS:5382, leaving 10 mm gap for thermal expainsion (i) single sockedted pipes 110 mm dia U-PVC pipes, complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
6.6
-
-
... More
Providing and 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 ringconfirming to IS:5382, leaving 10 mm gap for thermal expainsion bend 87.5 degree 110 mm dia bend, complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2
-
-
... More
Providing and 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 ringconfirming to IS:5382, leaving 10 mm gap for thermal expainsion (i) single pushfit coupler pipes 110 mm dia, complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
3
-
-
... More
Providing and fixing on wall face unplasticised PVC pipe 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
-
-
... More
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.
30
-
-
... More
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.
43.4
-
-
... More
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.
37.48
-
-
... More
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.
79.53
-
-
... More
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.
-
-
-
... More
110 mm dia HDPE pipe (PN 6.0, PE 100)
265
-
-
... More
125 mm dia HDPE pipe (PN 6.0, PE 100)
1402
-
-
... More
140 mm dia HDPE pipe (PN 6.0, PE 100)
1847
-
-
... More
160 mm dia HDPE pipe (PN 6.0, PE 100)
1391
-
-
... More
Providing and fixing of 75 mm hydrant with main or submain line including HDPE Riser 75 mm double threaded PN-6.0, 75 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.
-
-
-
... More
For distribution system with 110 mm dia
9
-
-
... More
For distribution system with 125 mm dia
26
-
-
... More
For distribution system with 140 mm dia
19
-
-
... More
For distribution system with 160 mm dia
10
-
-
... More
Providing and fixing HDPE Air Release Valve of 25 mm Dia. With G.I Socket of 25 mm Dia. Tee & GI Nipple of 25 mm Dia in Distribution System including Jointing & fitting, complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2
-
-
... More
Supply Erection commisioning & testing of Submersible pumping set of recommended make such as mather and set of KSB/ Calama/ SU/Johnson/ Crompton make comprising to latest relevant BIS Code the pump should be fitted with bronze impeller of suitable alloys as per IS :8034-1976 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 14.00 LPS & Total Head 79.36 mtr.) .
1
-
-
... More
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
-
-
... More
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
-
-
... More
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
-
-
... More
Restoration charges for road crossing as per HPPWD Norms for metalled unttarred road complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
27
-
-
... More
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.
2087.7
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements