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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.5 Cr+₹33.3 L (29.1%)Admitted-Finance BERWAR KISHTWAR | KISHTWAR | JAMMU AND KASHMIR | 182132 | ₹1.5 Cr+₹33.3 L (29.1%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical NOT ELIGIBLE |
| 4 | Rejected-Technical 60 4 MOTILAL GUPTA ROAD KOL 700008 | KOLKATA | WEST BENGAL | 700008 | - | - | Rejected-Technical NOT ELIGIBLE |
| Sl No | Description | Qty | Unit | MS Abdul Rashid Bhat and Sons L2 | GREEN EARTH INFRASTRUCTURE PRIVATE LIMITED L1 |
|---|---|---|---|---|---|
| 1.00SH: 1. WBM- III & Bituminious Macadam & Bituminous Concrete. | |||||
| 1.10 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. | 32,060.7 | sqm | 5 ₹1,60,303.5 | 2 ₹64,121.4 Lowest |
| 1.20 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam-III specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. | 289.41 | cum | 1,000 ₹2,89,406.25 Lowest | 1,200 ₹3,47,287.5 |
| 1.30 | Providing and applying Primer coat using bitumen emulsion conforming to
IS: 8887, using emulsion pressure distributer including preparing the
surface and cleaning with mechanical broom. 16.39.1.1 on W.B.M. /W.M.M. @ 0.4 Kg/sqm. | 3,858.75 | sqm | 20 ₹77,175 | 5 ₹19,293.75 Lowest |
| 1.40 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge 16.63.1A 50 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | 192.94 | cum | 8,900 ₹17,17,143.75 | 6,500 ₹12,54,093.75 Lowest |
| 1.50 | Providing and applying tack coat using bitumen emulsion conforming to
IS: 8887, using emulsion pressure distributer including preparing the
surface and cleaning with mechanical broom. 16.39.2.2 on bituminous surface @ 0.25 Kg/sqm | 35,919.45 | Sqm | 8 ₹2,87,355.6 | 5 ₹1,79,597.25 Lowest |
| 1.60 | Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge 16.64.1A 25 mm compacted thickness with bitumen of grade VG?10 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | 35,919.45 | Sqm | 280 ₹1,00,57,446 | 225 ₹80,81,876.25 Lowest |
| 2.00SH:2 Construction of Retaining Walls | |||||
| 2.10 | 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: 2.9.2 Ordinary Rock | 29.76 | Cum | 120 ₹3,571.2 | 100 ₹2,976 Lowest |
| 2.20 | 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: Clause: 4.4.5 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 17.86 | Cum | 3,200 ₹57,152 | 2,500 ₹44,650 Lowest |
Tender Value
₹1.6 Cr
EMD Value
₹1.6 L
Closing Date
18 Dec 2024, 12:00 pmClosed
EXECUTIVE DIRECTOR (PROJECTS)
HOUSE NO 261 SEC 6, CHANNI HIMMAT, JAMMU 180015
Restoration of road by way of Clearance of landslide, surface boulders including construction of R walls and B walls and laying of WBM III and Bituminous Carpeting on Chatroo Singpora link road from Km 0.000 to 19.600 in the UT of JK for FY 2024-25
2024_NHIDC_836370_1
NHIDCL/RO/KTWR/MAINT/24-25
Open Tender
Civil Works - Roads
Item Rate
270 days
KISHTWAR
As per tender documents
5 documents required · 5 mandatory
₹11,800
NHIDCL
₹1.6 L
20 Jan 2025
28 Nov 2024
19 Dec 2024
28 Nov 2024
18 Dec 2024
13 Dec 2024
Amount
SH: 1. WBM- III & Bituminious Macadam & Bituminous Concrete.
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam-III specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.
Providing and applying Primer coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. 16.39.1.1 on W.B.M. /W.M.M. @ 0.4 Kg/sqm.
Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge 16.63.1A 50 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. 16.39.2.2 on bituminous surface @ 0.25 Kg/sqm
Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge 16.64.1A 25 mm compacted thickness with bitumen of grade VG?10 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
SH:2 Construction of Retaining Walls
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: 2.9.2 Ordinary Rock
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: Clause: 4.4.5 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
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: Clause 4.4.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
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: Clause 7.1.1 Cement mortar 1:6 (1 Cement : 6 coarse sand)
Dry random rubble masonry with hard stone in foundation and plinth: Clause 7.3.2 Without bond stone
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.
SH:3 Construction of B/Wall
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: 2.9.2 Ordinary Rock
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: Clause 4.4.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
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: Clause 7.1.1 Cement mortar 1:6 (1 Cement : 6 coarse sand)
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.
SH: 4. Clearance of Land Slide
Clearance of land slides/slips in soil mixed with moorum/kankar/shingle/boulders:, disposal at suitable location
SH: 5. Snow Clearance
Snow Clearance by Mechanical Means using Machines as specified or equivalent Snow Plough 4WD 170-180 BHP (Unimog)
MS Abdul Rashid Bhat and Sons (BID ID -3139156)
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