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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.1 CrAdmitted-Finance | ₹14.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹14.9 CrAdmitted-Finance KHANDAY PLANT NH 44 NIPORA DISTRICT ANANTNAG JAMMU KASHMIR UT INDIA 192102 PH NO 91 7006355099 | ₹14.9 Cr | L2 | Admitted-Finance |
| 3 | L3₹18.4 CrAdmitted-Finance | ₹18.4 Cr | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Required Technical Bid documents was not submitted online. |
| 5 | Rejected-Technical | - | - | Rejected-Technical Submission of FDR towards Bid Security is not accepted. |
| Sl No | Description | Qty | Unit | JAI BUILDCON PVT.LTD. L1 | KHANDAY INFRASTRUCTURE PRIVATE LIMITED L2 | M/s Jehlum Construction Company L3 |
|---|---|---|---|---|---|---|
| 1.00Construction of Retaining Walls | ||||||
| 1.01 | 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% | 2,877.71 | Cum | - | - | - |
| 1.02 | P/L in positon cement concrete of specified grade 1:4:8 in foundation including cost of formwork using 40mm nominal size | 663.62 | Cum | - | - | - |
| 1.03 | P/L in position cement concrete of specified grade 1:3:6 using 40mm nominal size crushed for toe walls. | 2,046.6 | Cum | - | - | - |
| 1.04 | P/L in positon cement concrete of specified grade 1:2:4 using 20mm nominal size crushed including cost of formwork | 158.94 | Cum | - | - | - |
| 1.05 | Random Rubble stone masonry with hard nallah stone in foundations upto plinth with 1:6 cement mortar | 3,131.36 | Cum | - | - | - |
| 1.06 | Dry Random Rubble stone masonry using hard nallah stones in Panels of R/Walls. | 4,025.88 | Cum | - | - | - |
| 1.07 | Back filling behind R/Walls, wing walls, Return wall etc. | 1,733.18 | Cum | - | - | - |
| 2.00Construction of B/Wall | ||||||
| 2.01 | 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% | 1,848.96 | Cum | - | - | - |
Tender Value
₹22.2 Cr
EMD Value
₹44.4 L
Closing Date
13 Jul 2020, 12:00 pmClosed
Riten Kumar Singh
National Highways and Infrastructure Development Corporation Ltd. Regional Office, Jammu, House no. 261, Sector 06, Channi Himmat, Jammu, 180015.
Restoration of road by construction of Protection Walls Cross Drainage Works and Fixtures of Road Safety Furniture from Km 0.000 to Km 170.000 NH 244 on Batote Kishtwar Sinthanpass road in UT of Jammu and Kashmir
2020_NHIDC_567559_1
NHIDCLROJammuMRTenders 42202021V
Open Tender
Civil Works - Roads
270 days
Batote-Kishtwar-Sinthanpass
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
ED(P), NHIDCL
₹44.4 L
RO-JAMMU, NHIDCL
24 Jul 2020
27 Jun 2020
14 Jul 2020
27 Jun 2020
13 Jul 2020
6 Jul 2020
27 Jun 2020 - 1 Jul 2020
3 Jul 2020
Amount
Construction of Retaining Walls
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 1:4:8 in foundation including cost of formwork using 40mm nominal size
P/L in position cement concrete of specified grade 1:3:6 using 40mm nominal size crushed for toe walls.
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 B/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 1:4:8 in foundation including cost of formwork
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 Cross Drainage works (Cause way / scupper)
P/L in positon cement concrete of specified grade 1:2:4 using 20mm nominal size crushed including cost of formwork.
Construction of Crate 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%
Providing and laying of Gabian Crates including cost of stones and crates
Back filling behind R/Walls, wing walls, Return wall etc.
Clearance of Land Slide
Clearance of land slides/boulders in soil,ordinary rock nd hard rock including loading & unloading of extra carriage and haulage of materials by tipper for all leads and lifts.
Fixing of Metallic Crash Barriers & Construction of Parapets
Plain Cement Concrete of M15 Grade in structure complete as per Drawing and Technical Specifications.
Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m 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 conform 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
Painting of Parapets
White washing of parapets
Clearance of Snow
Snow clearance from road surface by a bull- dozer 165 Hp and disposing it on the valley side.
Ordinary Kilometre stone
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing
KHANDAY INFRASTRUCTURE PRIVATE LIMITED
M/s Jehlum Construction Company
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