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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 CrAdmitted-Finance | ₹3.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.2 Cr+₹10.9 L (3.54%)Admitted-Finance | ₹3.2 Cr+₹10.9 L (3.54%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S PARSHOTAM SINGH CONTRACTORS PVT LTD L2 | Ms HARISH GUPTA L1 |
|---|---|---|---|---|---|
| 1.00Earthwork in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30cm in depth, 1.5 Mtr in width as well as 10 Sqm on plan) including disposal of excavated earth to the dumping site as per the directions of the Engineer-in-charge, disposed earth to be levelled and neatly dressed wherever required including all leads, lifts and carriages complete job. | |||||
| 1.10 | All kinds of soil =30% | 1,647 | Cum | 200 ₹3,29,400 | 80 ₹1,31,760 Lowest |
| 1.20 | Ordinary Rock = 30%. | 470.45 | Cum | 230 ₹1,08,203.5 | 110 ₹51,749.5 Lowest |
| 1.30 | Hard Rock (Requiring blasting) = 40%. | 479 | Cum | 650 ₹3,11,350 | 180 ₹86,220 Lowest |
| 2.00Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches, drains, pipes and cables etc. (not exceeding 1.5mtr in width or10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5mtr including getting out excavated soil and disposal of surplus soil as directed, within a lead of 50 mtr. | |||||
| 2.10 | All Kind of Soils = 70% | 8,262.4 | Cum | 220 ₹18,17,728 | 140 ₹11,56,736 Lowest |
| 2.20 | Ordinary Rock = 30% | 3,540 | Cum | 250 ₹8,85,000 | 120 ₹4,24,800 Lowest |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level.1:5:10 (1 cement: 5 coarse sand :10 graded stone aggregate 40mm nominal
size) Crushed. | 404 | Cum | 2,500 ₹10,10,000 | 180 ₹72,720 Lowest |
| 4.00 | Providing and laying cement concrete of specified grade excluding the cost of centring, shuttering and finishing. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) Nallah with 20% Boulders | 4,673.1 | Cum | 3,500 ₹1,63,55,850 Lowest | 3,600 ₹1,68,23,160 |
| 5.00 | Dry random rubble masonry with hard stone in foundation and Plinth: Using quarry stone without bond stone including all leads, lifts and carriages complete. | 2,426.3 | Cum | 1,500 ₹36,39,450 Lowest | 2,600 ₹63,08,380 |
Tender Value
₹3.9 Cr
EMD Value
₹7.8 L
Closing Date
3 Dec 2020, 6:00 pmClosed
XEN
PWD Katra
Please refer to BOQ
2020_PWDJK_109573_1
Fresh e-NIT No. 28 of 2020-21 dated 19.11.2020
Open Tender
Civil Works
Item Rate
360 days
Katra
Please refer to Tender Document
3 documents required · 3 mandatory
₹6,000
XEN PWD Katra
₹7.8 L
Yes
Udhampur
26 Dec 2020
19 Nov 2020
4 Dec 2020
20 Nov 2020
3 Dec 2020
26 Nov 2020
24 Nov 2020
Amount
Earthwork in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30cm in depth, 1.5 Mtr in width as well as 10 Sqm on plan) including disposal of excavated earth to the dumping site as per the directions of the Engineer-in-charge, disposed earth to be levelled and neatly dressed wherever required including all leads, lifts and carriages complete job.
All kinds of soil =30%
Ordinary Rock = 30%.
Hard Rock (Requiring blasting) = 40%.
Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches, drains, pipes and cables etc. (not exceeding 1.5mtr in width or10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5mtr including getting out excavated soil and disposal of surplus soil as directed, within a lead of 50 mtr.
All Kind of Soils = 70%
Ordinary Rock = 30%
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level.1:5:10 (1 cement: 5 coarse sand :10 graded stone aggregate 40mm nominal size) Crushed.
Providing and laying cement concrete of specified grade excluding the cost of centring, shuttering and finishing. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) Nallah with 20% Boulders
Dry random rubble masonry with hard stone in foundation and Plinth: Using quarry stone without bond stone including all leads, lifts and carriages complete.
Hand-packing stones in wire-crates; excluding cost ofcrates but including cost of stones.
Supply and fixing of wire crates including all leads lifts and carriages completed at site.
Supplying and fixing of Hume Pipes including all leads lifts and carriages completed at site.
Cement concrete flooring 1:2:4 ( 1 cement: 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 40mm thick with 20mm nominal size stone aggregate (Crushed).
Providin.9 and laying in position specified grade of reinforced cement concrete excluding the cost of centenng. shuttering, finishing and reinforcement-All work upto plinth level 1.1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size)
Reinforcement for RCC work incl. straightening, cutting, bending, placing in position and binding all complete including all leads, lifts and carriages complete.
6mm cement plaster to ceiling of mix 1 : 3 (1 cement: 3 fine sand).
White washing with lime to give an even shade. New Work (three or more coats)
Hand-packing stones filling including cost of stones in Horizontal on level.
Supply including digging, carrying by lorry, placing, RBM mixed with coarse sand and round nallah shingle for Berm filling.
Filling available earth (excluding rock) in trenches plinth sides of foundation etc layers hot exceeding 20cm in depth consolidating each deposited later by ramming and watering lead upto 50m and lift upto 1.5m including all leads, lifts and carriages complete.
Centering and shuttering including strutting, propping etc. and removal of form work for:-
Foundations, footings, bases of columns etc for mass concrete including all leads, lifts and carriage complete.
Walls (any thickness) including attached, pilasters, buttresses, plinth and string courses etc including all leads, lifts and carriage complete.
Suspended floors, roofs, landings, balconies and access platform
Edges of slabs and breaks in floors and walls Under 20cms wide
Painting with ready mixed synthetic enamel paint of approved brand and manufacture in all shades to give an even shade New steel work (two or more coats).
Steel work welded in built up sections/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In gratings, frames, guard bar, ladders, railings, brackets, gates & similar works.
Manufacturing supplying and fixing retro reflective sign boards maae up or :lmm ihick aluminium sheet, face to be fully covered with high intensi1y encapsulated type heat activated retro reflective sheeting conforming to type-IV ot AS n~~1-D-4956-01 in blue and silver white or other colour combination including subject matter, message (bilingual), symbols and borders etc. as per IRC: 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets@ 20cm c/c to back support frame of M.S. angle iron of size 25x25x3mm along with theft resistant measures, mounted and fixed with 2 nos. M.S. angles of size 35x35x5mm to a vertical post made upto M.S. Tee section ISMT 50x50x6mm welded with base plate of size 1 00x1 00x5mm at the bottom end and including making holes in pipes, angle flats, providing and fixing M.S. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical M.S.-Tee support to be painted in black and white colours). Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-charge.
Mandatory/Regulatory sign boards of 900 mm diameter with part as length of 3750 mm.
M/S PARSHOTAM SINGH CONTRACTORS PVT LTD
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