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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAdmitted-Finance | ₹1.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.3 Cr+₹32.5 L (16.7%)Admitted-Finance R O TEMISGAM | ₹2.3 Cr+₹32.5 L (16.7%) | L2 | Admitted-Finance |
| 3 | L3₹2.3 Cr+₹32.5 L (16.7%)Admitted-Finance | ₹2.3 Cr+₹32.5 L (16.7%) | L3 | Admitted-Finance |
| 4 | L4₹2.4 Cr+₹49.3 L (25.3%)Admitted-Finance R O NEY | ₹2.4 Cr+₹49.3 L (25.3%) | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical CHUBI LEH | LEH LADAKH | LADAKH | 194101 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | M/S TSERING ANGDUS L1 | M/S TUNDUP SONAM L3 | M/S PUNCHOK DORJAY GOVT CONTRACTOR L4 | M/S TSEWANG NORBOO GOVT CONTRACTOR 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. a) All kinds of soil 30% | 12,900.25 | Cum | 90 ₹11,61,022.5 Lowest | 150 ₹19,35,037.5 | 120 ₹15,48,030 | 100 ₹12,90,025 |
| 2.00 | b) Ordinary Rock 20% | 8,600.17 | Cum | 100 ₹8,60,017 Lowest | 300 ₹25,80,051 | 200 ₹17,20,034 | 150 ₹12,90,025.5 |
| 3.00 | c) Hard Rock (Requiring Blasting) 50% | 21,500.42 | Cum | 300 ₹64,50,126 Lowest | 317.65 ₹68,29,555.5 | 470 ₹1,01,05,197.4 | 464.14 ₹99,79,291.5 |
| 4.00 | Dumping stone excluding cost of stones. On Slopes (Behind pitching) | 350 | Cum | 500 ₹1,75,000 | 400 ₹1,40,000 | 200 ₹70,000 Lowest | 300 ₹1,05,000 |
| 5.00 | Dumping stone excluding cost of stones In Horizontal on level | 442.4 | Cum | 550 ₹2,43,320 | 400 ₹1,76,960 | 200 ₹88,480 Lowest | 300 ₹1,32,720 |
| 6.00 | Providing and laying in position cement concrete of specified grade including curing and 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) Including cost and carriage of cement. | 7.2 | Cum | 4,800 ₹34,560 | 5,000 ₹36,000 | 5,000 ₹36,000 | 4,500 ₹32,400 Lowest |
| 7.00 | Providing and laying in position cement concrete of specified grade including curing and the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) Including cost and carriage of cement. | 855.6 | Cum | 5,200 ₹44,49,120 Lowest | 6,000 ₹51,33,600 | 6,000 ₹51,33,600 | 5,500 ₹47,05,800 |
| 8.00 | 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 Including cost and carriage of cement. | 36 | Sqm | 350 ₹12,600 Lowest | 550 ₹19,800 | 400 ₹14,400 | 450 ₹16,200 |
| 9.00 | Random rubble masonry with hard stone in foundation and plinth using(Mud Mortar) | 64.8 | Cum | 3,500 ₹2,26,800 | 3,000 ₹1,94,400 Lowest | 3,500 ₹2,26,800 | 3,500 ₹2,26,800 |
| 10.00 | 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:1 Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah Including cost and carriage of cement | 43.2 | Cum | 4,100 ₹1,77,120 | 5,000 ₹2,16,000 | 4,300 ₹1,85,760 | 3,950 ₹1,70,640 Lowest |
Tender Value
₹3.3 Cr
EMD Value
₹6.5 L
Closing Date
14 Jan 2023, 2:00 pmClosed
Executive Engineer R and B Division Khaltsi
Executive Engineer R and B Division Khaltsi
Construction of link road to Tar village RD 3320-4740Mtr. ( Under SDP)
2023_PWD_8874_1
48 of R and B Khaltsi of 2022-23
Open Tender
Civil Works - Others
Item Rate
180 days
khaltsi
Please refer Tender documents.
5 documents required · 5 mandatory
₹4,000
Executive Engineer R and B Division Khaltsi
₹6.5 L
27 Mar 2023
4 Jan 2023
17 Jan 2023
4 Jan 2023
14 Jan 2023
4 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. a) All kinds of soil 30%
b) Ordinary Rock 20%
c) Hard Rock (Requiring Blasting) 50%
Dumping stone excluding cost of stones. On Slopes (Behind pitching)
Dumping stone excluding cost of stones In Horizontal on level
Providing and laying in position cement concrete of specified grade including curing and 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) Including cost and carriage of cement.
Providing and laying in position cement concrete of specified grade including curing and the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) Including cost and carriage of cement.
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 Including cost and carriage of cement.
Random rubble masonry with hard stone in foundation and plinth using(Mud Mortar)
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:1 Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah Including cost and carriage of cement
Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, butments, posts and struts upto floor five level including curing and cost of centering shuttering, finishing and reinforcement.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) Including cost and carriage of cement.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Including cost and carriage of steel.
Constructing vertical bunds with sloping faces, by boulder filling (dry, hand packed tightly); including cost of stones and wire crates
Carriage of material from source to site of work by Mechnical Transport including loading unloading and stacking. a) Sand an avg lead 10Km
a) Stone aggregate an avg lead 10Km
b) Soling stone an avg lead 10Km
M/S TSEWANG NORBOO GOVT CONTRACTOR
M/S TUNDUP SONAM
M/S PUNCHOK DORJAY GOVT CONTRACTOR
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