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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹8.3 Cr+₹22.7 L (2.80%)Admitted-Finance R O DISKIT | LEH LADAKH | LADAKH | 194101 | ₹8.3 Cr+₹22.7 L (2.80%) | L2 | Admitted-Finance |
| 2 | L3₹8.8 Cr+₹73.5 L (9.08%)Admitted-Finance | ₹8.8 Cr+₹73.5 L (9.08%) | L3 | Admitted-Finance |
| 3 | L4₹9.1 Cr+₹1.0 Cr (12.6%)Admitted-Finance | ₹9.1 Cr+₹1.0 Cr (12.6%) | L4 | Admitted-Finance |
| 4 | L5₹9.5 Cr+₹1.4 Cr (17.2%)Admitted-Finance | ₹9.5 Cr+₹1.4 Cr (17.2%) | L5 | Admitted-Finance |
| 5 | L6₹9.6 Cr+₹1.5 Cr (18.5%)Admitted-Finance | ₹9.6 Cr+₹1.5 Cr (18.5%) | L6 | Admitted-Finance |
| Sl No | Description | Qty | Unit | UNITED JEHLUM ROAD AND ROOF BUILDERS L3 | M/S ABDUL QADIR L12 | KAPILA CONSTRUCTION CO L8 | nasir hussain L4 | GRNACO INDUSTRIES AND CONSTRUCTIONS LTD L10 | HAFIZ CONSTRUCTION COMPANY PVT LTD L5 | M/S Mohd Murtaza L7 | M/S TOHA AND CO L6 | M/S TASHI ANGCHUK L2 | M/S Amaan Engineers L13 | M/S MOHD ALI L1 | M/S CHORALA CONSTRUCTION L11 | GICL PROJECTS PVT LTD L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth Work Cutting:-
Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30cm in depth ,1.5mtr in width as well as 10sqm on plan )incld disposal of excavated earth ,lead upto 50mtr and lift upto 1.50mtr disposed earth to be leveled and neatly dressed:- | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 1.01 | All kinds of soil 50% | 96,470.75 | Cum | 130 ₹1,25,41,197.5 | 140 ₹1,35,05,905 | 180 ₹1,73,64,735 | 150 ₹1,44,70,612.5 | 92 ₹88,75,309 Lowest | 180 ₹1,73,64,735 | 100 ₹96,47,075 | 171 ₹1,64,96,498.25 | 180 ₹1,73,64,735 | 180 ₹1,73,64,735 | 230 ₹2,21,88,272.5 | 200 ₹1,92,94,150 | 180 ₹1,73,64,735 |
| 1.02 | Ordinary rock 20% | 38,588.35 | Cum | 200 ₹77,17,670 | 250 ₹96,47,087.5 | 260 ₹1,00,32,971 | 300 ₹1,15,76,505 | 290 ₹1,11,90,621.5 | 180 ₹69,45,903 | 100 ₹38,58,835 Lowest | 373 ₹1,43,93,454.55 | 220 ₹84,89,437 | 250 ₹96,47,087.5 | 286 ₹1,10,36,268.1 | 250 ₹96,47,087.5 | 200 ₹77,17,670 |
| 1.03 | Hard Rock (By Blasting) 30% | 57,822.45 | Cum | 580 ₹3,35,37,021 | 745 ₹4,30,77,725.25 | 550 ₹3,18,02,347.5 | 500 ₹2,89,11,225 | 740 ₹4,27,88,613 | 230 ₹1,32,99,163.5 Lowest | 700 ₹4,04,75,715 | 531 ₹3,07,03,720.95 | 450 ₹2,60,20,102.5 | 700 ₹4,04,75,715 | 300 ₹1,73,46,735 | 600 ₹3,46,93,470 | 500 ₹2,89,11,225 |
| 2.00 | 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: | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 2.01 | All kinds of soil 60% | 309 | Cum | 180 ₹55,620 | 140 ₹43,260 | 200 ₹61,800 | 250 ₹77,250 | 92 ₹28,428 | 200 ₹61,800 | 200 ₹61,800 | 177 ₹54,693 | 150 ₹46,350 | 180 ₹55,620 | 30 ₹9,270 Lowest | 200 ₹61,800 | 200 ₹61,800 |
| 2.02 | Ordinary rock 20% | 103 | Cum | 250 ₹25,750 | 250 ₹25,750 | 360 ₹37,080 | 250 ₹25,750 | 290 ₹29,870 | 200 ₹20,600 | 300 ₹30,900 | 373 ₹38,419 | 340 ₹35,020 | 250 ₹25,750 | 30 ₹3,090 Lowest | 300 ₹30,900 | 300 ₹30,900 |
| 2.03 | Hard Rock (By Blasting)20% | 103 | Cum | 580 ₹59,740 | 750 ₹77,250 | 500 ₹51,500 | 500 ₹51,500 | 740 ₹76,220 | 300 ₹30,900 | 800 ₹82,400 | 597 ₹61,491 | 490 ₹50,470 | 700 ₹72,100 | 30 ₹3,090 Lowest | 500 ₹51,500 | 1,000 ₹1,03,000 |
| 3.00 | 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:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)incld. all sort of carriage complete | 4,290.9 | Cum | 5,000 ₹2,14,54,500 | 5,700 ₹2,44,58,130 | 5,800 ₹2,48,87,220 | 4,500 ₹1,93,09,050 Lowest | 6,500 ₹2,78,90,850 | 7,700 ₹3,30,39,930 | 6,500 ₹2,78,90,850 | 5,511 ₹2,36,47,149.9 | 5,000 ₹2,14,54,500 | 5,900 ₹2,53,16,310 | 5,450 ₹2,33,85,405 | 5,800 ₹2,48,87,220 | 7,000 ₹3,00,36,300 |
| 4.00 | centering and shuttering incld.strutting propping etc. and removal of from for wall any thickness incld. Attached pilaster,buttresses plinth and string coarse ect | 4,000 | Sqm | 200 ₹8,00,000 | 300 ₹12,00,000 | 120 ₹4,80,000 | 250 ₹10,00,000 | 290 ₹11,60,000 | 340 ₹13,60,000 | 100 ₹4,00,000 | 11 ₹44,000 Lowest | 200 ₹8,00,000 | 140 ₹5,60,000 | 50 ₹2,00,000 | 250 ₹10,00,000 | 250 ₹10,00,000 |
Tender Value
₹14.7 Cr
Closing Date
23 Dec 2022, 4:00 pmClosed
EE PW(RnB) Div Kargil
EE PW(RnB) Div Kargil
Construction of Link road Bodhkharboo To Pachari Via Thang las Ninddum Base. (UnderSDP
2022_PWD_8615_1
E-Tender 139 of PW(RnB) Div Kargil 2022-23
Open Tender
Civil Works - Roads
Item Rate
540 days
Bodhkharboo Kargil
Please refer Tender documents.
6 documents required · 6 mandatory
₹15,000
EE PW(RnB) Div Kargil
Exempted
8 Apr 2023
3 Dec 2022
24 Dec 2022
3 Dec 2022
23 Dec 2022
3 Dec 2022
Amount
Earth Work Cutting:- Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30cm in depth ,1.5mtr in width as well as 10sqm on plan )incld disposal of excavated earth ,lead upto 50mtr and lift upto 1.50mtr disposed earth to be leveled and neatly dressed:-
All kinds of soil 50%
Ordinary rock 20%
Hard Rock (By Blasting) 30%
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 (By Blasting)20%
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)incld. all sort of carriage complete
centering and shuttering incld.strutting propping etc. and removal of from for wall any thickness incld. Attached pilaster,buttresses plinth and string coarse ect
Stone/Earth filling Avalible at site and carriage complete.
Providing and fixing weep hole minimium 100mm dia 10 feet length of PVC Pipe as per direction of site engineer.
Cross Drainage Work:-
Constt. Of 1x2Mtr Span Rcc Culvert Specification:- Trench Cutting:- Different Kinds of Soil Bed:- PCC M7.5 Grade with Crushed agg. Abutt:- RCC M10 Grade with Crushed Agg. Slab :- RCC M20 Grade with Crushed agg. And RCC Steel and Shuttering complete as directed by site Engineer in charge
Constt. Of 1x15Mtr Span Causeway Specification:- Trench Cutting:- Different Kinds of Soil Bed:- Soling stone pitching PCC M7.5 Grade with Crushed agg. Abutt:- RCC M10 Grade with Crushed Agg. Slab :- RCC M20 Grade with Crushed agg. And RCC Steel and Shuttering complete as directed by site Engineer in charge
Providing and laying of M.S.Pipe Various dia 6.4mm thick with a weight of 47.32kg/Rm and a length of 6m long for cross drainage work incld. Constt. Of catch pits at the inlet and out let in M-15 grade concrete and providing and laying a bed of sand layer and providing earth cushion to the required grade and cross section.(As direct by Engineer -in-charge as per drawing and relevant /RC specifications code.
M/S TASHI ANGCHUK
UNITED JEHLUM ROAD AND ROOF BUILDERS
nasir hussain
HAFIZ CONSTRUCTION COMPANY PVT LTD
M/S TOHA AND CO
M/S Mohd Murtaza
KAPILA CONSTRUCTION CO
GICL PROJECTS PVT LTD
GRNACO INDUSTRIES AND CONSTRUCTIONS LTD
M/S CHORALA CONSTRUCTION
M/S ABDUL QADIR
M/S Amaan Engineers
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