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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 CrAdmitted-Finance | ₹5.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.5 Cr+₹19.0 L (3.56%)Admitted-Finance | ₹5.5 Cr+₹19.0 L (3.56%) | L2 | Admitted-Finance |
| 3 | L3₹6.0 Cr+₹67.4 L (12.6%)Admitted-Finance | ₹6.0 Cr+₹67.4 L (12.6%) | L3 | Admitted-Finance |
| 4 | L4₹6.2 Cr+₹84.5 L (15.8%)Admitted-Finance | ₹6.2 Cr+₹84.5 L (15.8%) | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S TONYOT TASHI L3 | Contractor L2 | M/S TAMCHOS GURMET GOVT CONTRACTOR L1 | M/S DORJEY NAMGIAL L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | 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 : | 456.27 | Cum | 480 ₹2,19,009.6 | 400 ₹1,82,508 | 100 ₹45,627 Lowest | 270 ₹1,23,192.9 |
| 2.00 | 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. | 136.88 | Cum | 250 ₹34,220 | 200 ₹27,376 | 50 ₹6,844 Lowest | 125 ₹17,110 |
| 3.00 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with:
Cement mortar 1:6 (1 Cement : 6 coarse sand) | 146.82 | Cum | 4,500 ₹6,60,690 | 4,000 ₹5,87,280 Lowest | 4,850 ₹7,12,077 | 5,100 ₹7,48,782 |
| 4.00 | 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:
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 45.28 | Cum | 15,500 ₹7,01,840 | 7,000 ₹3,16,960 | 5,000 ₹2,26,400 Lowest | 8,000 ₹3,62,240 |
| 5.00 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.
1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 958.46 | Cum | 16,000 ₹1,53,35,360 | 9,300 ₹89,13,678 Lowest | 11,500 ₹1,10,22,290 | 9,500 ₹91,05,370 |
| 6.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete job.
Mechanically Treated bars of graded Fe- 500D or more | 1,15,015.2 | Kg | 105 ₹1,20,76,596 | 105 ₹1,20,76,596 | 100 ₹1,15,01,520 Lowest | 103 ₹1,18,46,565.6 |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form for:
Foundations, footings, bases of columns etc. for mass concrete. | 674.64 | Sqm | 450 ₹3,03,588 | 300 ₹2,02,392 | 50 ₹33,732 Lowest | 250 ₹1,68,660 |
| 8.00 | Columns, pillars, piers, abutments, posts and struts. | 1,445.4 | Sqm | 450 ₹6,50,430 | 300 ₹4,33,620 | 140 ₹2,02,356 Lowest | 450 ₹6,50,430 |
| 9.00 | Lintel, beams, plinth beams, girders, bressumers and cantilevers | 734.44 | Sqm | 450 ₹3,30,498 | 300 ₹2,20,332 | 130 ₹95,477.2 Lowest | 550 ₹4,03,942 |
| 10.00 | Spiral staircases (including landings) | 238.5 | Sqm | 450 ₹1,07,325 | 450 ₹1,07,325 | 100 ₹23,850 Lowest | 750 ₹1,78,875 |
Tender Value
₹6.5 Cr
EMD Value
₹13.1 L
Closing Date
12 Aug 2021, 3:00 pmClosed
Executive Engineer Construction Division Leh
Executive Engineer Construction Division Leh
Strengthening of Council Secretariat LAHDC Leh
2021_PWD_3902_1
128 of CDL Leh of 2020-21
Open Tender
Civil Works - Buildings
Item Rate
730 days
LEH
Please refer Tender documents.
5 documents required · 5 mandatory
₹4,000
Executive Engineer Construction Division Leh
₹13.1 L
1 Nov 2021
31 Jul 2021
14 Aug 2021
31 Jul 2021
12 Aug 2021
31 Jul 2021
Amount
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 :
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.
Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand)
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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete job. Mechanically Treated bars of graded Fe- 500D or more
Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.
Columns, pillars, piers, abutments, posts and struts.
Lintel, beams, plinth beams, girders, bressumers and cantilevers
Spiral staircases (including landings)
Suspended floors, roofs, landings, balconies and access platforms.
Providing and fixing upto floor five level precast cement concrete solid blocks including hoisting and setting in position in cement mortar 1:3(1 cement :3 coarse sand), cost of required centerin g shuttering and curing complete 1:3:6(1 cement :3 coarse sand :6 graded crushed stone aggregate 20mm nominal size)
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately) Second class kail wood
Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. 4 mm thick glass pane (weighing not less than 10 kg/sqm)
Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 9.22.1 With ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws 35mm thick
Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia. and size including necessary filling up of gaps at junctions i.e, at top, bottom and sides with required EPDM rubber / neoprene gasket felt etc. Aluminum sectionsshall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge (glazing, panelling and dash fasteners to be paid for separately.) For fixed portion Polyester powder coated aluminum (minimum thickness of polyester powder coated 50 microns)
Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer- in-charge. (Cost of aluminum snap beading shall be paid in basic item.) 22.3.1 With floating glass panes of 4.0 mm thickness (weight not less than 10.00 kg / sqm) With float glass panes of 8 mm thickness (weight not less than 20.0 kg / sqm)
12mm cement plaster of mix 1:4(1 cement :4 fine sand)
Rough cast plaster upto 10 m height above ground level with a mixture of sand and gravel or crushed stone from 6 mm to 10 mm nominal size, dashed over and including the fresh plaster in two layers, under layer 12 mm cement plaster 1:4 (1 cement: 4 coarse sand) and top layer 10 mm cement plaster 1:3 (1 cement: 3 fine sand) mixed with 10% finely grounded hydrated lime by volume of cement. Ordinary cement finish using ordinary cement
6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand)
Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
Providing and applying white cement based putty of specified thickness, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 1 mm thick
Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound) content less than 50 grams/ liter, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. Two coats
Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ liter
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube
Railing verticle bar 10mm dia ms bar
Providing and fixing 150mm bright floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutters thickness complete
Providing and fixing 85x42mm chromium plated brass pull bolt lock with necessary C.P brass screws, nuts, bolys and washers etc. complete
Providing and fixing aluminum tubular handle bar 32mm outer dia. 3.0mm thick and 2100mm long with SS Screw etc. complete as per direction of Enginner-in-charge Anodized (AC 15)aluminum tubular handle bar
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 and curing complete. But excluding the cost of nosing of stepts etc. complete 25mm thick with 12.5mm nominal size stone aggregate
Flooring with marble stone of specified thickness as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement:4 coarse sand) laid and jointed with grey cement slurry including rubbing, polishing and curing complete with: Raj Nagar plain 16 mm
Kota stone slab 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm ( average) thick cement mortar 1:3 (1 cement:3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing, polishing and curing complete.
Providing and fixing Ladakhi type ornaments shingtsak all complete job
Wooden planking, tongued and grooved in flooring including fixing with iron screws complete: 12 mm thick. Second class teak wood
Providing and fixing false ceiling with 12 mm thick plain/ semi perforated or with design ceiling tiles of BWP type phenol formaldehyde synthetic resin bonded pressed particle board conforming to IS:3087, finished with a coat of aluminum primer on both sides & edges, including two coats of synthetic enamel paint of approved quality on exposed face, fixed to a grid made out of anodized aluminum (with 15 micron anodic coating) T-sections 35 x15x1.5 mm size main runners, cross runners 23.5x19x1.5 mm fixed to main runners placed 600 mm centre to centre both ways so as to form a grid of 600 mm square. The frame work shall be suspended from ceiling by level adjusting hangers of 6 mm dia M.S rod fixed to roof slab by means of ceiling cleats and dash fastener. The suspenders shall be placed 600 x 1200 mm centre to centre including fixing to the frame with C.P brass screws and applying a priming coat of zinc chromate yellow primer (aluminum frame work shall be paid separately).
Providing and fixing 1st quality ceramic glazed floor tiles conforming toIS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including toIS : 15622 (thickness to be specified by the manufacturer ) of approved complete.
Providing and fixing 1st quality ceramic glazed floor tiles conforming oIS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including toIS : 15622 (thickness to be specified by the manufacturer ) of approved complete.
Stainless steel Kitchen sink with drain board 510x1040mm bowl-depth 250mm
Carriage of Material by mechaniacal transport including loading, unloadinh and stacking complete job a) Cement/steel an avg lead 01 km
b)Sand an avg lead 15 km
C)Stone agg. An avg lead 18 km
D)Stone an avg lead 25 km
Contractor
M/S TONYOT TASHI
M/S DORJEY NAMGIAL
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