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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹62.7 LAccepted-AOC | 1 | Accepted-AOC Accepted | |
| 2 | 2₹70.4 L+₹7.4 L (11.8%)Rejected-AOC | 2 | Rejected-AOC Accepted | |
| 3 | 3₹70.5 L+₹7.5 L (11.9%)Rejected-AOC ESD NO II UHL STAGE III BVPCL CHULLAH | LANGNA | MANDYA | KARNATAKA | 571401 | 3 | Rejected-AOC Accepted | |
| 4 | 4₹71.3 L+₹8.3 L (13.2%)Rejected-AOC JOGINDER NAGAR | 4 | Rejected-AOC Accepted | |
| 5 | 5₹71.6 L+₹8.6 L (13.7%)Rejected-AOC JOGINDER NAGAR | AMRITSAR | PUNJAB | 143001 | 5 | Rejected-AOC Accepted |
Tender Value
Refer Docs
EMD Value
₹1.1 L
Closing Date
11 Jan 2022, 11:00 amClosed
EE JSV Division Jhandutta
EE JSV Division Jhandutta
Improvement of Lift Irrigation Scheme Bhallu old New in Tehsil Jhandutta distt Bilaspur HP SH Construction of 2Nos pump house of Ist phase 2nd phase construction of Sump Well Construction of 2 Nos collection tank of 50000 ltrs capacity each const
2022_HPIPH_55305_1
JHT-HPIPH-BLP03-782
Open Tender
Civil Works
Item Rate
730 days
Bhallu
Please refer Tender documents.
6 documents required · 6 mandatory
₹800
Yes
EE JSV Division Jhandutta
₹1.1 L
Yes
4 Apr 2022
3 Jan 2022
11 Jan 2022
3 Jan 2022
11 Jan 2022
3 Jan 2022
3 Jan 2022 - 11 Jan 2022
Amount
Excavation in foundation and trenches etc. in all kinds of soil such as pick work, jumper work, blasting and chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming and dressing of sides, levelling of bed to correct grade stacking the excavated soil clear from the edge of excavation and returning the excavated soil in 15cm layers including consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting and trimming and dressing where ever required complete in all respect.
Pick jumper work 50% each
Providing and laying cement concrete 1:6:12 ( 1 cement:6 sand: 12 graded stone agg.40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all depths and to the entire satisfaction of the Engineer-in-Charge.
Random rubble masonery/ polygonal rubble masonary (un coursed brought to courses) with hard stones of approved quality in foundation and plinth i/c levelling up with cement concrete 1:6:12(1Cement: 6 Sand: 12 graded stone aggregate 20 mm nominal size) at plinth level in cement mortar 1:6 (1 Cement: 6 Sand) within all leads and lifts complete in all respect.
Brick work using common burnt clay building bricks with CM 1:6 (1 cement: 6 sand) in superstructure above plinth level upto floor two level (IInd class) bricks in all leads and lifts.
Providing & Fixing pressed steel doors / windows frame manufactured from commercial mild steel of 1.25 mm thickness including hinges, jump lock jamb, beed & if required angle threshold of mild steel angle of section 50 x 25mm or base ties of 1.25 mm pressed mild steel welded or regidly fixed together by mechanical means, adjustable lugs with spilt & tails to each jamb including steel butt hinges 2.5 mm thick with guards, lock strike plare & after pretreatment of the surface as directed by Engineer-In-Charge.
Providing and fixing wood paneled glazed or paneled and glazed shutters for doors, windows and clerestory 40mm thick window including bright finished black enameled iron butt hinges with necessary screws. 2nd class deodar wood 40mm thick in all leads and lifts:-
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for in situ reinforced concrete and plain concrete work in:-
Foundation, footing, bases of columns and the like & mass concrete as per direction and to the entire satisfaction of the Engineer-in-Charge.
Flat surfaces such as soffits of suspended floors, roofs, landing and the like floors etc. upto 200mm in thickness as per direction and to the entire satisfaction of the Engineer-in-Charge.
Sides and soffits of beams,beam haunchings, cantilevers, bressumers and lintels not exceeding 1mtrs in depth in all heights from floor to all depth complete in all leads and lifts.
Providing and laying cement concrete 1:1.5:3(1Cement : 1.5 sand: 3 graded crushed stone aggregate 20mm nominal size and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in all leads and lifts in:-
Foundation, footing, bases of columns and the like & mass concrete.
Suspended floor, roofs, landing shelves and their supports balconies, beams, girders bressumers and cantilevers etc. up to all floor level in all leads and lifts.
Providing mild steel/tor steel reinforcement for RCC work including cutting bending, binding and placing in position complete upto floor two level.
Half brick masonery in common burnt clay building bricks in cement mortar 1;4 (1 cement :4sand) second class bricks complete in all respect as per direction of Engineer in charge.
Pointing on brick work with cement mortar 1:3 ( 1 cement : 3 sand) in all leads and lifts and to the entire satisfaction of the Engineer in Charge.
Providing and laying brick tiles over mumty roof grouted with cement mortar 1:3 ( 1 cement : 3 sand) over 12 mm layer of cement mortar 1:3 ( 1 cement : 3 sand) & finished with neat cement over RCC slab ( sloped portion).
6 mm thick cement plaster to ceiling in Cement Mortar 1:3 (1 cement : 3 sand) in all leads and lifts.
15 mm cement plaster in single coat of rough sides of bricks/concrete/ stone walls for interior plastering upto floor two level including arrises internal rounded angles chamber and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6(1cement:6 sand) in all leads and lifts.
20mm thick cement plaster in single coat on rough side of brick/ concrete/ stone masonry for interior plastering up to floor two level including arises, internal rounded angles, chamfers and / or rounded angles not exceeding 80mm in girth and finished even and smooth in CM 1:6 (1cement:6sand) with in all leads and lifts.
Providing and fixing MS grill work of required pattern in wooden/ steel frames of windows etc. with MS flat square or round bars with round headed bolts and nuts and necessary screws plain grills
Providing and fixing wire gauge shutters using galvanised MS wire gauge of IS gauge designation 85 G with wire of dia 0.56 mm for doors windows,and clerestorey windows including bright finished black enemelled iron hinges with necessary screws. 40 mm thick 2nd class deodar wood.
Stone/boulder filling under floors / behind retaining walls in all leads and lifts.
Providing plinth protection 50 mm thick in cement concrete 1:3:6 (1 cement: 3 sand : 6 graded stone aggregate 20 mm nominal size) & curing complete with in all leads and lifts .
Constructing course rubble hammer dressed U shape open surface drain with side wall 15 x 22 cm in cement mortar 1:6 ( 1 cement: 6 sand) and inside plastering with cement mortar 1:3 ( 1 cement: 3 sand) including earth work and laying of 10 cm cement concrete 1:5:10 ( 1 cement: 5 sand: 10 graded stone aggregate 40 mm nominal size) and finished with a floating coat of neat cement complete in all leads and lifts as per the direction of the Engineer in Charge.
Providing 40X3mm flat iron hold fast 40cm long including fixing to frame with 10mm dia meters bolts and nuts and wooden plug and embeding in cement mortar block 30X10X15cm 1:3:6(1cement:3sand:6graded stone agg. 20mm nominal size) and curing complete in all leads and lifts.
Providing and fixing M.S.fan clamp type -1 of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C slab during laying including painting the exposed portion of loop,all as per standard design complete with in all leads and lifts.
White washing with lime on undecorated wall surfaces (two coats) to give an even shade including throughly brooming the surface to remove all dirt dust mortar dirt and other foreign matter in all leads and lifts.
Distempering(two coat) with oil bound washable distemper of approved brand and manufature and of required shade,on undecorated wall surfaces to give an even shade,after thoroughly brushing the surface clean of all grease,dirt,loose pieces of scales and also including preparing the surface even and sand papered smooth complete in all respect as per direction of Engineer in charge complete in all respect including all leads and lifts.
Finishing wall with water proofing cement paint of approved brand and manufacture of required shade on undecorated wall surfaces (two coats) to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials with in all leads and lifts.
Providing and fixing anodized aluminium sliding door bolt anodeized colour and shade with bolts and nuts , screw etc.complete. ( 250x16mm.)
Providing & fixing aluminium tower bolts (barrel type) anodized transparent or dyed to required shade and colour with screws etc. complete in all leads and lifts 200x10mm with in all leads and lifts.
Providing and fixing aluminium handles anodised, transparent or died to required shade with necessary screws complete in all respect 100 mm in all leads and lifits.
Painting two coats(excluding priming coat) on new steel and other metal surfaces with enamel paint other than white to give an even shade including cleaning of all dirt , dust and oher foriegn matter .
Kota stone slab flooring 20 mm (average) thick base of cement mortar 1:4 (1: Cement 4: Sand) laid over & jointed with gray cement slurry mixed with pigment to match the shade of the slab, i/c rubbing & polishing complete 25mm thick as per direction of Engineer in charge.
Excavation infoundation and trenches etc. in all kinds of soil such as pick work, jumper work, blasting and chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming and dressing of sides, levelling of bed to correct grade stacking the excavated soil clear from the edge of excavation and returning the excavated soil in 15cm layers including consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting and trimming and dressing where ever required complete in all respect.
Pick jumper work 50% each
Providing and laying cement concrete 1:3:6 ( 1 cement: 3 sand: 6 graded stone agg.40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all depths and to the entire satisfaction of the Engineer-in-Charge.
Providing and laying cement concrete 1:4:8 ( 1 cement: 4 sand: 8 graded stone agg.40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all depths and to the entire satisfaction of the Engineer-in-Charge.
Providing and laying cement concrete 1:1.5:3(1Cement : 1.5 sand: 3 graded crushed stone aggregate 20mm nominal size and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in all leads and lifts in:-
Foundation, footing, bases of columns and the like & mass concrete.
Walls (any thickness but not less than 0.10 mts. Thickness) attached pillasters, buttresses plinth, & string courses etc. from top of found level upto floor two level.
Suspended floor, roofs, landing shelves and their supports balconies, beams, girders bressumers and cantilevers etc. up to all floor level in all leads and lifts.
Arches up to floor two level
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for in situ reinforced concrete and plain concrete work in:-
Vertical surfaces such as walls (any thickness) partitions and the like i/c attached pillars, buttresses, plinth & string courses etc. up to 4.00 metre height for vertical surface.
Flat surfaces such as soffits of suspended floors, roofs, landing and the like floors etc. upto 200mm in thickness as per direction and to the entire satisfaction of the Engineer-in-Charge.
Providing form work of ordinary timber plankings so as to give a fair finish including centering, shuttering, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for in situ reinforced concrete and plain concrete work in:-
Arches up to 6.00 metre span
Providing RCC work smooth finishing of the exposed surfaces with cement mortor 1:3 ( 1 cement:3 sand) in all respect in all leads and lifts
Providing mild steel/tor steel reinforcement for RCC work including cutting bending, binding and placing in position complete upto floor two level.
Steel work welded in built up sections, trusses and framed work including cutting, hoisting and fixing in position and applying a priming coat of red lead paint in grating,framed,guards, bars,ladders, ralling brackets and similar works and to the entire satisfaction of the Engineer-in- charge.
Laying ,jointing and testing in trenches galvanised mild steel tube of medium grade screwed and socketted complete with tube fittings such as bends,tees,air valves, etc. of 100 mm dia complete as per direction and to the entire satisfaction of Engineer-in charge.
Providing and fixing double flanged cast iron sluice valve of 100 mm dia of class PN-1.00 as per IS:14846 of Leader/Kirloskar make including MS flange of Table- 17 as per IS: 6392-1971 with welding of MS flanges in requisite layer on both faces including carriage complete in all respect with in all leads and lifts and to the entire satisfaction of Engineer in charge.
Providing & Fixing of Man hole cover (size 680X680) with M.S sheet 2.00 mm thick with hinges on MS. angle iron frame 35x35x3mm supporting with 25x5mm MS flat with base frame 40x40x5mm duly welded and fixed in RCC slab with anchor bolt 12mmx150mm i/c cost of welding charges,carriage fixing and applying priming coat and locking arrangement complete in all respect as per entired satisfiction of engineer in charge.
Constructing chamber for sluice valve, with CI surface box 100mm top dia. 160mm bottom dia & 180 mm deep (inside) with chained lid RCC top 1:2:4 mix (1 cement: 2 sand: 4 grade stone aggregate 20mm nominal size) 100mm thick foundation concrete 1:5:10 mix (1 cement: 5 sand : 10 graded stone aggregate 40mm nominal size) & inside plastering with cement mortar 1:3 (1 cement : 3 sand) finished with a floating coat of nead cement i/c curing complete. 600x600x750mm inside size with 150mm thick walls of RCC 1:2:4 (1 cement: 2 sand: 4 grade stone aggregate 20mm nominal size) complete with form work & reinforcement with 6mm bars not exceeding 150mm centre to centre both ways.
Excavation infoundation and trenches etc. in all kinds of soil such as pick work, jumper work, blasting and chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming and dressing of sides, levelling of bed to correct grade stacking the excavated soil clear from the edge of excavation and returning the excavated soil in 15cm layers including consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting and trimming and dressing where ever required complete in all respect.
Pick jumper work 50% each
Providing and laying cement concrete 1:3:6 ( 1 cement: 3 sand: 6 graded stone agg.40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all depths and to the entire satisfaction of the Engineer-in-Charge.
Providing and laying cement concrete 1:1.5:3(1Cement : 1.5 sand: 3 graded crushed stone aggregate 20mm nominal size and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in all leads and lifts in:-
Foundation, footing, bases of columns and the like & mass concrete.
Walls (any thickness but not less than 0.10 mts. Thickness) attached pillasters, buttresses plinth, & string courses etc. from top of foundation level upto floor two level.
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering, shuttering, strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for in situ reinforced concrete and plain concrete work in:-
Foundation, footing, bases of columns and the like & mass concrete.
Sloping portion where inclination is more than 30°
Vertical surfaces such as walls (any thickness) partitions and the like i/c attached pillars, buttresses, plinth & string courses etc. up to 4.00 metre height for vertical surface.
Flat surfaces such as soffits of suspended floors, roofs, landing and the like floors etc. upto 200mm in thickness as per direction and to the entire satisfaction of the Engineer-in-Charge.
Providing RCC work smooth finishing of the exposed surfaces with cement mortor 1:3 ( 1 cement:3 sand) in all respect in all leads and lifts
Providing mild steel/tor steel reinforcement for RCC work including cutting bending, binding and placing in position complete upto floor two level.
Steel work welded in built up sections, trusses and framed work including cutting, hoisting and fixing in position and applying a priming coat of red lead paint in grating,framed,guards, bars,ladders, ralling brackets and similar works and to the entire satisfaction of the Engineer-in- charge.
Suman Kumar Chandel
Anil Kumar
Amit Kumar
BITTU RAM
Samjeev Malhotra
Tarsem Chand Associates
Royal Construction Company
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