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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
Tender Value
₹10.6 L
EMD Value
₹10,600
Closing Date
19 Aug 2020, 5:00 pmClosed
XEN
Jal Shakti (PHE) Division Doda
Providing Laying and Fitting of G.I. Pipes in Gravity main Sub-Main and Distribution System to Mohra Gali Kumari, 01 No. Inlet Tank and 01 No. Storage Tank for WSS Ranika under NRDWP.
2020_PHE_100563_5
e-NIT No. EE/JSD/D/04 of 07/2020
Open Tender
Civil Works
Item Wise
60 days
Doda
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
Yes
XEN
₹10,600
Yes
20 Aug 2020
20 Jul 2020
20 Aug 2020
20 Jul 2020
19 Aug 2020
20 Jul 2020
Amount
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables, etc. (Not exceeding 1.5mtr in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on plan, depth up to 1.5mtr including disposal of excavated earth up to 1mtr from cutting edge disposed earth is to be leveled and neatly dressed in i) All kind of soil 70% and Ordinary Rock 30%.
ii) All kind of soil.
Providing and Fixing G.I. pipes complete with G.I. Fittings excluding trenches and refilling etc. (external work) a) G.I. Pipe 20mmØ
b) G.I. Pipe 25mmØ
Filling of available excavated earth in trenches, plinth, and side of foundation etc. lead up to 50mtr lift up to 1.5mtr.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work up to plinth level 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size) Crushed.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work up to plinth level 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) Crushed.
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutment, pillars, posts, struts, buttresses, string or laces, courses, parapets, copings, bed block, anchor blocks, plain window sills, sunken floors, fillets etc. up to floor five level excluding the cost of centering ,shuttering and finishing; 1:2:4(1cement:2coarse sand:4graded stone aggregate 20mm nominal size crushed.
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size).
Centering and shuttering including strutting, propping etc. and removal of form for. i) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
ii) Suspended floors, roofs, landings, balconies and access platform.
iii) Edges of slabs and breaks in floors and walls. Under 20cms wide.
iv) Foundations, footings, bases of columns etc. for mass concrete centering and shuttering items.
Reinforcement for R.C.C. Work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars.
12mm cement plaster of mix: 1:3 (1cement:3coarse sand) Finished with a floating coat of neat cement.
Providing and fixing of P.G.I. Sheets strips in joints of walls.
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement @1kg/50kg of cement.
Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete 50mm thick with 20mmnominal size stone aggregate. Crushed.
Dry Random Rubble masonry in foundation and plinth using nallah stones without bond stones Labour Rate.
Labour engaged for fitting of inlet, out let, washout/overflow pipes. a) Fitter
b) Labour
Carriage of Sand & Bajjri 20mm nominal size from source to road side (stacking place) at an average distances 40.00Kms by mechanical transport.
Carriage of Sand & Bajjri 20mm nominal size from road side to site of work at an average distances 07.00Kms by head load.
Carriage of stone aggregate 40mm nominal size from source to road side (stacking place) at an average distances 40.00Kms by mechanical transport.
Carriage of 40mm nominal size stone aggregate from road side to site of work at an average distance of 7.00 Km by H/L.
UNIVERSAL GROUP OF ENGINEERS
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