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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 Cr+₹10.3 L (9.52%)Admitted-Finance | ₹1.2 Cr+₹10.3 L (9.52%) | L2 | Admitted-Finance |
| 3 | L3₹1.3 Cr+₹25.9 L (23.9%)Admitted-Finance BERWAR KISHTWAR | KISHTWAR | JAMMU AND KASHMIR | 182132 | ₹1.3 Cr+₹25.9 L (23.9%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical R O WAZIR MOHALLA DISTRICT KISHTWAR J K 182204 | KISHTWAR | JAMMU AND KASHMIR | 182204 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical 60 4 MOTILAL GUPTA ROAD KOL 700008 | KOLKATA | WEST BENGAL | 700008 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | CHANDER MOHAN GUPTA L2 | MOHD ADNAN L1 | M/S ABDUL RASHID BHAT AND SONS L3 |
|---|---|---|---|---|---|---|
| 1.00Earth 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 m 2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. (Incl. all leads lifts, carriages etc.) | ||||||
| 1.01 | All kinds of soil : | 577.53 | cum | 150 ₹86,629.5 | 100 ₹57,753 Lowest | 150 ₹86,629.5 |
| 1.02 | Ordinary Rock | 385.02 | cum | 300 ₹1,15,506 | 100 ₹38,502 Lowest | 200 ₹77,004 |
| 1.03 | Hard Rock (Requiring Blasting) | 320.85 | cum | 600 ₹1,92,510 | 100 ₹32,085 Lowest | 350 ₹1,12,297.5 |
| 2.00 | 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: (Incl. all leads lifts, carriages etc.) All kinds of soil. | 388.67 | cum | 200 ₹77,734 | 200 ₹77,734 | 170 ₹66,073.9 Lowest |
| 3.00Random 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) Nallah. (Incl. all leads lifts, carriages etc.) | ||||||
| 3.01 | Full Rate | 225.26 | cum | 4,000 ₹9,01,040 | 3,000 ₹6,75,780 Lowest | 4,500 ₹10,13,670 |
| 3.02 | Labour Rate | 96.54 | cum | 3,000 ₹2,89,620 | 600 ₹57,924 Lowest | 2,000 ₹1,93,080 |
| 4.00Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone (Incl. all leads lifts, carriages etc.) | ||||||
| 4.01 | Full Rate | 281.66 | cum | 2,400 ₹6,75,984 | 1,800 ₹5,06,988 Lowest | 3,000 ₹8,44,980 |
Tender Value
₹1.3 Cr
Closing Date
15 Sept 2021, 2:00 pmClosed
Er. Romesh Singh
Executive Engineer PWD RnB Division Kishtwar
Please refer BOQ
2021_PWDJK_138501_1
e-NIT No. 72 of 2021-22 dated 09/09/2021
Open Tender
Civil Works
Item Rate
180 days
KISHTWAR
Please refer NIT
2 documents required · 2 mandatory
₹6,000
Yes
Executive Engineer PWD RNB Division Kishtwar
Exempted
4 Oct 2021
9 Sept 2021
16 Sept 2021
9 Sept 2021
15 Sept 2021
9 Sept 2021
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 m 2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. (Incl. all leads lifts, carriages etc.)
All kinds of soil :
Ordinary Rock
Hard Rock (Requiring Blasting)
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: (Incl. all leads lifts, carriages etc.) All kinds of soil.
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) Nallah. (Incl. all leads lifts, carriages etc.)
Full Rate
Labour Rate
Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone (Incl. all leads lifts, carriages etc.)
Full Rate
Labour Rate
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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) (Incl. all leads lifts, carriages etc.)
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns (Incl. all leads lifts, carriages etc.)
Hand packed stone filling in horizontal level excluding cost opf stone (Incl. all leads lifts, carriages etc.)
Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade. (Incl. all leads lifts, carriages etc.)
Providing and laying water Bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, speading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete including cost and carriage of material. (Incl. all leads lifts, carriages etc.)
Base course with 63 mm to 45 mm size incluing stone screenings 13.2 mm size. including all carriages (Including all leads, lifts and Carriages).
Base course with 53 mm to 22.40 mm size incluing stone screenings 11.20 mm size. including all carriages (Including all leads, lifts and Carriages).
2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt.(Incl. all leads lifts, carriages etc.)
CHANDER MOHAN GUPTA
M/S ABDUL RASHID BHAT AND SONS
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