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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 CrAdmitted-Finance | ₹5.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.4 Cr+₹12.8 L (2.42%)Admitted-Finance | ₹5.4 Cr+₹12.8 L (2.42%) | L2 | Admitted-Finance |
| 3 | L3₹6.5 Cr+₹1.2 Cr (22.6%)Admitted-Finance KHANDAY PLANT NH 44 NIPORA DISTRICT ANANTNAG JAMMU KASHMIR UT INDIA 192102 PH NO 91 7006355099 | ₹6.5 Cr+₹1.2 Cr (22.6%) | L3 | Admitted-Finance |
| 4 | L4₹6.8 Cr+₹1.5 Cr (27.5%)Admitted-Finance | ₹6.8 Cr+₹1.5 Cr (27.5%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not Eligible |
| Sl No | Description | Qty | Unit | M/S HARISH GUPTA L1 | Buildwell Construction Co. L2 | KHANDAY INFRASTRUCTURE PRIVATE LIMITED L3 | M/s Jehlum Construction Company L4 |
|---|---|---|---|---|---|---|---|
| 1.00Clearance of snow | |||||||
| 1.10 | Snow clearance from road surface by a bull- dozer 165 Hp and disposing it on the valley side | 1,90,720 | Cum | - | - | - | - |
| 2.00Clearance of land slide | |||||||
| 2.10 | Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side | 28,000 | Cum | - | - | - | - |
| 2.20 | Disposal of mulba including loading/ unloading excluding haulage | 14,000 | Cum | - | - | - | - |
| 2.30 | Haulage of materials by tipper excluding loading / unloading | 89,600 | T.Km | - | - | - | - |
| 3.00Construction of Retaining Wall | |||||||
| 3.10 | Earthwork in excavation by manual means in trenches for foundations of drains, pipes cables etc. over areas not exceeding 1.50 mtr in width & 10 sqm on plan
Soil = 70% (35% Manual means, 35% Mechanical means), OR = 30% | 3,106.43 | Cum | - | - | - | - |
| 3.20 | P/L in positon cement concrete of specified grade 1:3:6 in foundation including cost of formwork using 40mm nominal size | 943.29 | Cum | - | - | - | - |
| 3.30 | P/L in positon cement concrete of specified grade 1:2:4 using 20mm nominal size crushed including cost of formwork | 194.25 | Cum | - | - | - | - |
Tender Value
₹8.6 Cr
EMD Value
₹17.3 L
Closing Date
21 Apr 2020, 12:00 pmClosed
Executive Director (P)
House No. 261, Sector No. 6, Channi Himmat, Jammu
Road Works
2020_NHIDC_546062_1
NHIDCL /RO/JAMMU/M R Tenders/2019-20-III
Open Tender
Civil Works - Roads
Item Rate
365 days
Goha-Khellani, Doda
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
NHIDCL Regional Office Jammu
₹17.3 L
Jammu
16 May 2020
20 Feb 2020
22 Apr 2020
20 Feb 2020
21 Apr 2020
20 Feb 2020
5 Mar 2020
Amount
Clearance of snow
Snow clearance from road surface by a bull- dozer 165 Hp and disposing it on the valley side
Clearance of land slide
Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side
Disposal of mulba including loading/ unloading excluding haulage
Haulage of materials by tipper excluding loading / unloading
Construction of Retaining Wall
Earthwork in excavation by manual means in trenches for foundations of drains, pipes cables etc. over areas not exceeding 1.50 mtr in width & 10 sqm on plan Soil = 70% (35% Manual means, 35% Mechanical means), OR = 30%
P/L in positon cement concrete of specified grade 1:3:6 in foundation including cost of formwork using 40mm nominal size
P/L in positon cement concrete of specified grade 1:2:4 using 20mm nominal size crushed including cost of formwork
Random Rubble stone masonry with hard nallah stone in foundations upto plinth with 1:6 cement mortar
Dry Random Rubble stone masonry using hard nallah stones in Panels of R/Walls.
Back filling behind R/Walls, wing walls, Return wall etc.
Construction of Breast Wall
Earthwork in excavation by manual means in trenches for foundations of drains, pipes cables etc. over areas not exceeding 1.50 mtr in width & 10 sqm on plan Soil = 70% (35% Manual means, 35% Mechanical means), OR =30%
P/L in position cement concrete of specified grade 1:2:4 using 20mm nominal size
Random Rubble stone manually with hard nallah stone in foundations upto plinth with 1:6 cement mortar
Back filling behind R/Walls, wing walls, Return wall etc.
Clearance of Hill Side Drain
Hill side drain clearance filled with morum / kanker / shingle etc. by manual means including disposal of mulba on valley side considering 0.2cum of earth filled per RMT of drain.
Construction of Parapets
P/L of Plain Cement Concrete of M15 Grade in structure complete as per Drawing and Technical Specifications.
Painting of Parapets
Painting of Parapets (20% of Parapets)
White washing of parapets (80% of Parapets)
Construction of Cross Drainage Works (Cause Way and Scuppers)
P/L in positon cement concrete of specified grade 1:2:4 using 20mm nominal size crushed including cost of formwork
Fixing of Metallic Crash Barrier
Providing and erecting a 'W' Metal Beam Crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel verticial post, 150 x 75x 5 mm spaced 2m centre to centre, 1.8 m high, 1.1 m below ground/ road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to confirm to IS:1367 and IS:1364 metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810.
P/L of plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration inlcuding curing for 14 days.
Buildwell Construction Co.
KHANDAY INFRASTRUCTURE PRIVATE LIMITED
M/s Jehlum Construction Company
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