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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 CrAdmitted-Finance | ₹4.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.4 Cr+₹27.0 L (6.54%)Admitted-Finance | ₹4.4 Cr+₹27.0 L (6.54%) | L2 | Admitted-Finance |
| 3 | L3₹4.7 Cr+₹58.8 L (14.2%)Admitted-Finance GYAMDU HOUSE OLD ROAD SHANAM LEH LADHAKH UT PIN 194101 | LEH LADAKH | LADAKH | 194101 | ₹4.7 Cr+₹58.8 L (14.2%) | L3 | Admitted-Finance |
| 4 | L4₹4.9 Cr+₹77.0 L (18.6%)Admitted-Finance | ₹4.9 Cr+₹77.0 L (18.6%) | L4 | Admitted-Finance |
| 5 | L5₹5.1 Cr+₹95.7 L (23.1%)Admitted-Finance | ₹5.1 Cr+₹95.7 L (23.1%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | TARU ENTERPRISES PRIVATE LIMITED L3 | Mohd Sadiq L2 | M/S MANZOOR UL HASSAN L5 | M/S CHORALA CONSTRUCTION L4 | M/S SURU VALLEY CONSTRUCTION L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge | ||||||||
| 1.01 | All kind of Soil | 7,621 | Cum | 100 ₹7,62,100 | 150 ₹11,43,150 | 150 ₹11,43,150 | 200 ₹15,24,200 | 99 ₹7,54,479 Lowest |
| 1.02 | Ordinary rock | 2,540 | Cum | 150 ₹3,81,000 Lowest | 250 ₹6,35,000 | 320 ₹8,12,800 | 400 ₹10,16,000 | 200 ₹5,08,000 |
| 1.03 | Hard rock | 2,540 | Cum | 300 ₹7,62,000 Lowest | 600 ₹15,24,000 | 600 ₹15,24,000 | 800 ₹20,32,000 | 700 ₹17,78,000 |
| 2.00Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres: | ||||||||
| 2.01 | All kind of Soil | 1,162 | Cum | 100 ₹1,16,200 | 200 ₹2,32,400 | 180 ₹2,09,160 | 200 ₹2,32,400 | 99 ₹1,15,038 Lowest |
| 2.02 | Ordinary rock | 387 | Cum | 150 ₹58,050 Lowest | 300 ₹1,16,100 | 340 ₹1,31,580 | 350 ₹1,35,450 | 299 ₹1,15,713 |
| 2.03 | Hard rock | 387 | Cum | 300 ₹1,16,100 Lowest | 600 ₹2,32,200 | 650 ₹2,51,550 | 800 ₹3,09,600 | 599 ₹2,31,813 |
| 3.00Random 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) | ||||||||
| 3.01 | Random rubble masonry | 1,323 | Cum | 3,350 ₹44,32,050 | 3,000 ₹39,69,000 Lowest | 3,500 ₹46,30,500 | 5,500 ₹72,76,500 | 4,800 ₹63,50,400 |
Tender Value
₹6.1 Cr
EMD Value
₹12.2 L
Closing Date
13 Feb 2023, 4:00 pmClosed
Chief Engineer PWD (RnB) UT Ladakh
Chief Engineer PWD (RnB) UT Ladakh
Construction of Link road from Nakpo Maney to sama Photang karsaha Zanskar (RD0-2000) Limb 1 RD (0-800) Limb 2 RD (0-500) incld. Flexible pavement pavement and car Parking
2023_PWD_8989_1
e-Tender 34 of PWD RnB Zanskar 2023-24
Open Tender
Civil Works - Others
Item Rate
540 days
Zanskar
Please refer Tender documents.
3 documents required · 3 mandatory
₹6,120
Executive Engineer PWD RnB/TDA Division Zanskar
₹12.2 L
Yes
6 Apr 2023
27 Jan 2023
14 Feb 2023
27 Jan 2023
13 Feb 2023
27 Jan 2023
Amount
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge
All kind of Soil
Ordinary rock
Hard rock
Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres:
All kind of Soil
Ordinary rock
Hard rock
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)
Random rubble masonry
Dry Random rubble masonry
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m
Stone filling 85%
Earth filling 15%
Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
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 40 mm nominal size)
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
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 five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement 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 1:2:4(1 cement : 2 coarse sand : 4 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 upto plinth level Hot rolled deformed bars
Centering and shuttering including strutting, propping etc. and removal of form work for:
Foundations, footings, bases for columns
walls (any thickness) including attached pilasters buttresses, and string courses etc
Suspended floors, roofs, landings, balconies and access platforms
Columns, pillars, piers, abutments, posts and struts
Edges of slabs and breaks in floors and walls Under 20 cm wide
G.S.B filling laid 150 mm thick incld digging, carrying by lorry ramming, watering, dressing & consolidation in layers with 8 to 10 ton Road Roller incld all leads & lifts Complete job.
Supply & Stacking of graded stone aggregate at site of size range 63 mm to 45 mm size incld all sorts of carraige complete job.
Supply, Laying Water Bound Macadam with Specified stone agg. Stone screening & binding material incld screening, sorting spreading to template & consolidation with power road roller of 8 to 10 tonne capacity. 90 to 45 mm incld stone screening of size 13.2mm size & all sorts of carriage complete job..
Providing and laying tack coat using hot straight run bitumen of grade 80-100 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen, boiler, cleaning & preparing the existing road as per specification on @0.75kg/Sqm including cost and carriage of all involved materials complete.
Providing/ laying bituminous dam with plant 50mm thick (compacted thickness) in accordance with MOST specifications to specified lines grade and cross section aggregate grading to mix size 35% 20mm 45%, 10mm fine aggregate with binder contents of the mix 3.50% by weight to total mix including all cost and carriage of materials involved T&P labour octori, taxes and testing charges during execution, including cost of bitumen and consolidation with power road roller including 05 % for surface correction/ pot holes/ undulations complete
Providing/ laying semi dense bituminous concrete of 25mm thick on macadamized surface with specified grade crushed aggregate as per MOST specification (agg. 12.5mm-15%, 10mm-55%, fine aggregate 28%, cement 2%) mixed with binder @5.56% tar in hot mix plant laid with paver finisher with required levels achieving the desired density consolidation with power road roller including all carriage cost of tar and seal coat with binder quantity of 0.68kg/sqm complete.
Supply & Filiing of Earth Berm(RBM) for shoulder mixed with shingle , kankar, moorum incld carriage Complete job
Laying of MS Pipe of required dia incld trenching, cutting, Filling, and making concrete supports/ Cushion on both side of 1:2:4 mix incld c/o Pipe & carriage complete job.
MS Pipe 600 mm Dia
MS Pipe 300 mm Dia
MS Pipe 250 mm Dia
Carriage of different materials from source to site of work including loading un loading
Earth for average lead of 2Km by MT
Stone for average lead 8 Km by MT
Sand/Bajree for average lead of 10 Km by MT
Mohd Sadiq
TARU ENTERPRISES PRIVATE LIMITED
M/S CHORALA CONSTRUCTION
M/S MANZOOR UL HASSAN
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