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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance 11 ANUPAM VIHAR ENGINEERS ENCLAVE GMS ROAD DEHRADUN UTTARAKHAND 248001 | DEHRADUN | UTTARAKHAND | 248001 | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
| 4 | Admitted-Finance | Admitted-Finance |
| 5 | Admitted-Finance | Admitted-Finance |
Tender Value
₹87.6 L
EMD Value
₹1.8 L
Closing Date
7 Feb 2020, 4:00 pmClosed
xen
nowshera
Construction of two links of Siot Peerkhana road I Boys High School to House of Krishan Lal ii House of Gopal Krishan to House of Labu Ram by way of earthwork in cutting/filling, 04 Nos. 0.90 M Hume Pipe Culverts, 2 Nos. 2.0 M span RCC Culvert, WBM
2020_PWDJK_91103_1
eNIT No 41 of 2019/20 dated 22/01/2020
Open Tender
Civil Works
Item Rate
60 days
nowshera
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
xen
₹1.8 L
8 Feb 2020
24 Jan 2020
8 Feb 2020
24 Jan 2020
7 Feb 2020
24 Jan 2020
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30 cm in depth, 1.5 Mtr. in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.50 M, disposed earth to be leveled and neatly dressed in (All kinds of soils 70%, Ordinary rock 20% and Hard rock requiring blasting or any other means 10%)
Earth work in excavation by mechanical means in trenches for foundations, drains, pipes, cables, etc. (not exceeding 1.50 M in width) & for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, depth upto 1.50 Mtr including disposal of excavated earth upto 1 Mtr. From cutting edge, disposed earth is to be leveled and neatly dressed .(All kinds of soils 70% , Ordinary rock 20% & Hard rock requiring blasting 10%)
Providing and laying in position Cement concrete of specified grade excluding the cost of centering and shuttering – all work upto plinth level.1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size Crushed) (Including Carriage) (Complete job)
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-All work upto plinth level in 1:3:6 (1cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size using plums (size not over 160mm split nallah stone or quarry stone @ 30% of grass volume) crushed (Including Carriage) (Complete job)
Providing and laying cement concrete in retaining walls, return walls, walls (any including attached pilasters thickness), columns, piers, abutments, pillars, posts, struts, butteresses, string or laces, courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor five level, excluding the cost of centring, shuttering and finishing in 1:3:6(1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) (using 30% plums) crushed (Including Carriage) (Complete job)
Reinforced cement concrete work in walls, (any thickness), including attached pilasters buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and sturts etc upto floor five level excluding cost of centring, shuttering, finishing and Reinforcement 1:1.5:3 (1 cement: 1.5 coarse Sand: 3 graded crushed stone aggregate 20 mm nominal size) (Including Carriage) (Complete job)
Providing & laying reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) in suspended floors, balconies, landings and staircase having upto 150 slope, excluding cost of centering and shuttering, all work upto floor V level (Including Carriage) (Complete job)
Reinforcement for RCC work including strengthening, cutting, bending, placing in position and binding all complete COLD TWISTED BARS
Centring and shuttering including strutting propping etc. and removal of form for
Foundations, footings, bases of columns etc. for mass concrete.
Walls (any thickness) including attached pilasters,buttesses, plinth and string coursed etc
Columns, pillars, piers, Abutmentd, posts & struts.
Suspended floors, roofs, landings, balconies and access platfarm.
Edges of slabs & breaks in floors and walls. (Above 20 cm wide)
Stone filling hand packed including cost of stones (Using 50% available stone) (Including Carriage) (Complete job)
Providing and laying 50mm thick coping/drain flooring with cement concrete 1:2:4 ( 1 cement: 2 course sand : 4 graded stone aggregate 20mm nominal size) crushed. (Including Carriage) (Complete job)
Providing & Laying of Hume pipes 0.90m dia in position including jointing with collars (including cost of pipes & collars) (Including Carriage) (Complete job)
Filling in stretches by way of providing, laying, watering and compacting to proper grade and camber in layer not exceeding 250mm thickness by 8 to 10 tonne road roller river bed material mixed with course aggregates round nallah shingle max. size 75mm including carriage from source of supply to the site of work and fininishing with a thin layer ofgood earth at the top. (Rollong, all leads and lifts complete).
Providing and laying 63 mm to 45 water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete base course with 63 mm to 45mm size including stone screening 13.20 mm size.(Including Carriage) (Complete job)
Providing and laying 53 mm to 22.4mm water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete base course with 53 mm to 22.4mm size including stone screening 11.2 mm size (Including Carriage) (Complete job)
25mm thick open graded premix carpet using hot mix plant & paver finisher 2.25 cum & 1.12 cum of stone chippings of 13.2mm and 11.2mm size respectively per 100 sqm and 52 Kg & 56 Kg of hot bitumen per cum of stone chippings of 13.2mm & 11.2mm size respectively consolidated with road roller of 6 to 9 tonne capacity including tack coat with hot straight run bitumen of grade 80/100 spraying with mechanical operated spray unit fitted on bitumen boiler cleaning and preparing the existing road surface as per specifications complete. Finally the surface finished with seal coat of premixed fine aggregate @ 0.60 cum per 100 Sqm and bitumen @ 128 Kg/Cum of fine aggregate consolidated with road roller (Including cost of Tar)
Filling/dressing of Berms by way of providing and filling of granaular earth/river bed material to both sides of the road including rolling, laid to slope towards drain and edge of road (Including Carriage) (Complete job)
Ashok Kumar
AKHIL SHARMA GOVT CONTRACTOR
Parveen Kumar
sachin kumar
Raj kumar sethi
Tilak Raj Gupta
Ravi Kant
SHAZAD SHABNAM
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