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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.5 CrAdmitted-Finance | ₹7.5 Cr | L1 | Admitted-Finance |
| 2 | L3₹8.4 Cr+₹95.8 L (12.8%)Admitted-Finance R O NEY | ₹8.4 Cr+₹95.8 L (12.8%) | L3 | Admitted-Finance |
| 3 | L4₹8.6 Cr+₹1.1 Cr (15.3%)Admitted-Finance | ₹8.6 Cr+₹1.1 Cr (15.3%) | L4 | Admitted-Finance |
| 4 | L5₹8.7 Cr+₹1.2 Cr (16.3%)Admitted-Finance | ₹8.7 Cr+₹1.2 Cr (16.3%) | L5 | Admitted-Finance |
| 5 | L6₹8.8 Cr+₹1.3 Cr (17.2%)Admitted-Finance | ₹8.8 Cr+₹1.3 Cr (17.2%) | L6 | Admitted-Finance |
| Sl No | Description | Qty | Unit | HAFIZ CONSTRUCTION COMPANY PVT LTD L4 | M/S tsering samphel L6 | M/S Himalayan Construction co. L7 | Mohd Sadiq L8 | M/S ABDUL QADIR L1 | M/S PUNCHOK DORJAY GOVT CONTRACTOR L3 | M/S SURU VALLEY CONSTRUCTION L5 | M/S MOHD ALI L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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. | - | - | - | - | - | - | - | - | - | - |
| 1.01 | All kinds of soil 30% | 7,689 | Cum | 300 ₹23,06,700 | 150 ₹11,53,350 Lowest | 220 ₹16,91,580 | 200 ₹15,37,800 | 250 ₹19,22,250 | 150 ₹11,53,350 Lowest | 300 ₹23,06,700 | 150 ₹11,53,350 Lowest |
| 1.02 | Ordinary rock 20% | 5,126 | Cum | 300 ₹15,37,800 | 390 ₹19,99,140 | 350 ₹17,94,100 | 400 ₹20,50,400 | 350 ₹17,94,100 | 380 ₹19,47,880 | 300 ₹15,37,800 | 200 ₹10,25,200 Lowest |
| 1.03 | Hard rock (RB) 30% | 7,689 | Cum | 400 ₹30,75,600 | 950 ₹73,04,550 | 400 ₹30,75,600 | 600 ₹46,13,400 | 630 ₹48,44,070 | 799 ₹61,43,511 | 1,050 ₹80,73,450 | 300 ₹23,06,700 Lowest |
| 1.04 | Hard rock (BP) 20% | 5,126 | Cum | 500 ₹25,63,000 | 1,150 ₹58,94,900 | 750 ₹38,44,500 | 1,200 ₹61,51,200 | 950 ₹48,69,700 | 1,050 ₹53,82,300 | 1,050 ₹53,82,300 | 350 ₹17,94,100 Lowest |
| 2.00 | Disposal of excavated earth an avg. lead upto 2km by MT . | 8,970.5 | Cum | 0.5 ₹4,485.25 Lowest | 300 ₹26,91,150 | 150 ₹13,45,575 | 350 ₹31,39,675 | 150 ₹13,45,575 | 180 ₹16,14,690 | 350 ₹31,39,675 | 300 ₹26,91,150 |
| 3.00 | 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: | - | - | - | - | - | - | - | - | - | - |
| 3.01 | All kinds of soil :@60% | 1,807.2 | Cum | 200 ₹3,61,440 | 170 ₹3,07,224 | 400 ₹7,22,880 | 200 ₹3,61,440 | 250 ₹4,51,800 | 350 ₹6,32,520 | 300 ₹5,42,160 | 100 ₹1,80,720 Lowest |
| 3.02 | Ordinary Rock:@20% | 602.4 | Cum | 300 ₹1,80,720 | 400 ₹2,40,960 | 750 ₹4,51,800 | 400 ₹2,40,960 | 350 ₹2,10,840 | 650 ₹3,91,560 | 400 ₹2,40,960 | 100 ₹60,240 Lowest |
| 3.03 | Hard Rock (B.P)@20% | 602.4 | Cum | 400 ₹2,40,960 | 1,150 ₹6,92,760 | 1,600 ₹9,63,840 | 1,200 ₹7,22,880 | 950 ₹5,72,280 | 1,500 ₹9,03,600 | 1,050 ₹6,32,520 | 100 ₹60,240 Lowest |
Tender Value
₹10.8 Cr
Closing Date
7 Dec 2022, 4:00 pmClosed
EE PW(RnB) Div Kargil
EE PW(RnB) Div Kargil
Construction Link Road Bararoo Garkhone
2022_PWD_8512_1
E-Tender 133 of PW(RnB) Div Kargil 2022-23
Open Tender
Civil Works - Roads
Item Rate
240 days
Garkone
Please refer Tender documents.
6 documents required · 6 mandatory
₹11,000
EE PW(RnB) Div Kargil
Exempted
14 Feb 2023
22 Nov 2022
8 Dec 2022
22 Nov 2022
7 Dec 2022
22 Nov 2022
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 kinds of soil 30%
Ordinary rock 20%
Hard rock (RB) 30%
Hard rock (BP) 20%
Disposal of excavated earth an avg. lead upto 2km by MT .
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 :@60%
Ordinary Rock:@20%
Hard Rock (B.P)@20%
Random Rubble masonry with qyarry stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 Cement: 6 coarse sand: 12 graded stone aggregate 20mm nominal size) upto plinth level with cement mortar 1:6 (1 Cement: 6 coarse sand)
Dry random rubble masonry with hard stone in foundation and plinth using quarry stone with bound stone.
Back filling for R-wall with materail as available from rough cutting comprising of stone boulders, earth, kankar, shingle, etc including carriag complete ( With out Supply)
Dumping stone filling in horizontal on level incld. Cost of stone.
Supply and laying of stone soling in horizontal with all leads and lifts including all sort of carriages complete job
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). Including all sort of carriage complete
Filling of stone into wire crate hand packed including earth work in back cutting, trench as required and supply and carriage of stone, including cost of crate all complete job
Providing/ laying M.S Pipe 200mm dia including cost of materials, excavation of earth laying of MS Pipe refilling of excavated earth, caushing also including cement concrete inlet pit (1:2:4) mix as per direction of incharge engineer and carriage all complete job.
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments,pillars, posts, struts,buttresses, string or lacing courses,parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. (1 cement : 2 coarse sand : 4 graded stone aggregate 20 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 5.3.1 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. Including all sort of carriage complete
Centering and shuttering including strutting, propping etc. and removal of form work for
Columns, piers, abutments, pillars, posts and struts
Lintel, beams, plinth beams, girders, bressumers and cantilevers.
Suspended floors, roofs, landings, balconies and access platforms.
Edge of slab
Realgnment of water supply pipe line by taking out pipes (where ever possible), relaying by trenching, masonry or PCC protection work, including cost of additional pipe length, insulation including all carriage, lead lift complete.
M/S MOHD ALI
M/S PUNCHOK DORJAY GOVT CONTRACTOR
HAFIZ CONSTRUCTION COMPANY PVT LTD
M/S SURU VALLEY CONSTRUCTION
M/S tsering samphel
M/S Himalayan Construction co.
Mohd Sadiq
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