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| # | Company | Status |
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| 2 | Admitted-Finance | Admitted-Finance |
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Tender Value
₹7.5 L
EMD Value
₹15,000
Closing Date
3 Oct 2023, 2:00 pmClosed
EXECUTIVE ENGINEER
OFFICE OF THE EXECUTIVE ENGINEER, JAL SHAKTI (PHE) RURAL DIVISION JAMMU BC ROAD JAMMU
As refer BOQ
2023_PHE_231152_2
e-NIT no. 32 of 2023-24
Open Tender
Civil Works
Item Rate
30 days
OFFICE OF THE EXECUTIVE ENGINEER, JAL SHAKTI (PHE)
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
EXECUTIVE ENGINEER
₹15,000
6 Oct 2023
25 Sept 2023
4 Oct 2023
25 Sept 2023
3 Oct 2023
25 Sept 2023
Amount
Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: Bituminous road.
Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: Water bound macadam road.
Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in- charge 1:3:6 or richer mix (i/c equivalent design mix)
Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 meters lead for thickness of tiles above 25 mm and upto 40 mm.
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
Chequerred precast cement concrete tiles 22mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing, cleaning and curing complete, on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand) Dark shade using ordinary cement.
Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in- charge.
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil :
Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 100 mm dia. nominal bore
Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm dia. nominal bore
Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 50 mm dia. nominal bore
Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 40 mm dia. nominal bore
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
Welding, including transportation of plant at site etc. complete. By electric plant
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete 50 to 80 mm nominal bore
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 80 mm nominal bore
CHATTER SINGH
Joginder Paul
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
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