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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹71.2 LAdmitted-Finance R O THIKSEY | LEH LADAKH | LADAKH | 194101 | L1 | Admitted-Finance | |
| 2 | L2₹77.3 L+₹6.2 L (8.70%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹77.3 L+₹6.2 L (8.70%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹77.3 L+₹6.2 L (8.70%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹78.3 L+₹7.1 L (10.0%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S JIGMET PHURBU L9 | M/S ANGCHOK MATHO CONSTRUCTION L6 | M/S MOHD SALIM L11 | M/S TSERING ANGDU L5 | M/S STANZIN TARGAIS GOVT CONTRACTOR L3 | M/S CHHERING MUTUP GOVT CONTRACTOR L8 | M/S CHEWANG DORJE GOVT CONTRACTOR L7 | M/S SONAM DORJEY L2 | M/S STANZIN TSEWANG GOVT CONTRACTOR L1 | M/S TASHI DORJAI L4 | M/S DORJEY NAMGIAL L10 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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.
2.7.1 All kinds of soil : | 7,183 | Cum | 120 ₹8,61,960 | 130 ₹9,33,790 | 110 ₹7,90,130 | 120 ₹8,61,960 | 100 ₹7,18,300 | 130 ₹9,33,790 | 170 ₹12,21,110 | 100 ₹7,18,300 | 150 ₹10,77,450 | 95.31 ₹6,84,624.5 Lowest | 120 ₹8,61,960 |
| 2.00 | Ordinary Rock | 897.9 | Cum | 200 ₹1,79,580 | 250 ₹2,24,475 | 199 ₹1,78,682.1 | 200 ₹1,79,580 | 200 ₹1,79,580 | 220 ₹1,97,538 | 190 ₹1,70,601 | 180 ₹1,61,622 | 150 ₹1,34,685 Lowest | 165 ₹1,48,153.5 | 190 ₹1,70,601 |
| 3.00 | Hard Rock (Blasting Prohibited) | 897.9 | Cum | 550 ₹4,93,845 | 500 ₹4,48,950 | 555 ₹4,98,334.5 | 200 ₹1,79,580 | 450 ₹4,04,055 | 500 ₹4,48,950 | 715 ₹6,41,998.5 | 300 ₹2,69,370 | 150 ₹1,34,685 Lowest | 400 ₹3,59,160 | 1,100 ₹9,87,690 |
| 4.00 | 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. | 1,663.8 | Cum | 90 ₹1,49,742 | 190 ₹3,16,122 | 122 ₹2,02,983.6 | 100 ₹1,66,380 | 100 ₹1,66,380 | 120 ₹1,99,656 | 50 ₹83,190 Lowest | 100 ₹1,66,380 | 90 ₹1,49,742 | 85 ₹1,41,423 | 90 ₹1,49,742 |
| 5.00 | 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 97.65 | Cum | 4,500 ₹4,39,425 | 3,700 ₹3,61,305 Lowest | 5,222 ₹5,09,928.3 | 4,500 ₹4,39,425 | 4,500 ₹4,39,425 | 4,800 ₹4,68,720 | 5,000 ₹4,88,250 | 4,200 ₹4,10,130 | 4,000 ₹3,90,600 | 3,900 ₹3,80,835 | 4,800 ₹4,68,720 |
| 6.00 | Dumping stone including cost of stone | 97.65 | Cum | 400 ₹39,060 | 500 ₹48,825 | 499 ₹48,727.35 | 600 ₹58,590 | 500 ₹48,825 | 550 ₹53,707.5 | 300 ₹29,295 | 500 ₹48,825 | 300 ₹29,295 | 200 ₹19,530 Lowest | 750 ₹73,237.5 |
| 7.00 | 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) | 940.1 | Cum | 4,500 ₹42,30,450 | 3,750 ₹35,25,375 | 4,740.73 ₹44,56,760.02 | 4,500 ₹42,30,450 | 4,000 ₹37,60,400 | 4,400 ₹41,36,440 | 3,900 ₹36,66,390 | 4,000 ₹37,60,400 | 3,700 ₹34,78,370 Lowest | 3,700 ₹34,78,370 Lowest | 4,500 ₹42,30,450 |
| 8.00 | Dry random rubble masonry with hard stone in foundation and plinth:
With bond stone. | 626.94 | Cum | 3,200 ₹20,06,208 | 2,600 ₹16,30,044 | 3,666 ₹22,98,362.04 | 2,000 ₹12,53,880 Lowest | 2,800 ₹17,55,432 | 2,800 ₹17,55,432 | 2,900 ₹18,18,126 | 3,000 ₹18,80,820 | 2,200 ₹13,79,268 | 3,300 ₹20,68,902 | 2,800 ₹17,55,432 |
| 9.00 | Carriage of material by mechanical transport including loading, un-loading, stacking complete job. A) Cement an averge lead of 40 kms | 93.68 | MT | 650 ₹60,892 | 300 ₹28,104 | 450 ₹42,156 | 500 ₹46,840 | 250 ₹23,420 Lowest | 300 ₹28,104 | 500 ₹46,840 | 250 ₹23,420 Lowest | 300 ₹28,104 | 350 ₹32,788 | 500 ₹46,840 |
| 10.00 | b) Sand an average lead of 30 kms | 403.13 | cum | 400 ₹1,61,252 | 300 ₹1,20,939 | 444 ₹1,78,989.72 | 500 ₹2,01,565 | 200 ₹80,626 Lowest | 200 ₹80,626 Lowest | 250 ₹1,00,782.5 | 250 ₹1,00,782.5 | 300 ₹1,20,939 | 350 ₹1,41,095.5 | 300 ₹1,20,939 |
Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
24 Nov 2022, 4:00 pmClosed
Executive Engineer Const.div. Leh
Office of the Executive Engineer Const.div. Leh
Construction of link road from Rumbak to Shingo
2022_PWD_8352_1
106 of CDL leh of 2022-23
Open Tender
Civil Works - Roads
Item Rate
60 days
Leh
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,500
Payable To Executive Engineer Const.div. Leh
₹2.2 L
3 Dec 2022
5 Nov 2022
26 Nov 2022
6 Nov 2022
24 Nov 2022
6 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. 2.7.1 All kinds of soil :
Ordinary Rock
Hard Rock (Blasting Prohibited)
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.
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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
Dumping stone including cost of stone
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)
Dry random rubble masonry with hard stone in foundation and plinth: With bond stone.
Carriage of material by mechanical transport including loading, un-loading, stacking complete job. A) Cement an averge lead of 40 kms
b) Sand an average lead of 30 kms
b) Aggregate average lead of 20 kms
Stone an average lead of 03 kms
M/S SONAM DORJEY
M/S STANZIN TARGAIS GOVT CONTRACTOR
M/S TASHI DORJAI
M/S TSERING ANGDU
M/S ANGCHOK MATHO CONSTRUCTION
M/S CHEWANG DORJE GOVT CONTRACTOR
M/S CHHERING MUTUP GOVT CONTRACTOR
M/S JIGMET PHURBU
M/S DORJEY NAMGIAL
M/S MOHD SALIM
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