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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 CrAdmitted-Finance | ₹4.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.9 Cr+₹1.4 Cr (31.8%)Admitted-Finance | ₹5.9 Cr+₹1.4 Cr (31.8%) | L2 | Admitted-Finance |
| 3 | L3₹6.1 Cr+₹1.7 Cr (37.6%)Admitted-Finance | ₹6.1 Cr+₹1.7 Cr (37.6%) | L3 | Admitted-Finance |
| 4 | L4₹6.4 Cr+₹2.0 Cr (45.0%)Admitted-Finance | ₹6.4 Cr+₹2.0 Cr (45.0%) | L4 | Admitted-Finance |
| 5 | L5₹7.1 Cr+₹2.7 Cr (60.4%)Admitted-Finance JAY KAY TOWER 2ND FLOOR B K KAKATI ROAD ULUBARI GUWAHATI 781007 | KAMRUP METRO | ASSAM | 781007 | ₹7.1 Cr+₹2.7 Cr (60.4%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s R.K. Gupta & Co. L2 | The Shivam Enterprises L7 | RISHA INFRASTRUCTURE L5 | M/s Dhingra Brothers (India) L6 | GREEN EARTH INFRASTRUCTURE PRIVATE LIMITED L3 | M/S HARISH GUPTA L1 | ABDUL QUYOUM SHAN L4 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Construction of Retaining Walls | ||||||||||
| 1.10 | 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% | 1,406 | Cum | 435 ₹6,11,610 | 410 ₹5,76,460 | 300 ₹4,21,800 | 250 ₹3,51,500 | 130 ₹1,82,780 | 125 ₹1,75,750 Lowest | 210 ₹2,95,260 |
| 1.20 | P/L in positon cement concrete of specified grade 1:3:6 in foundation including cost of formwork using 40mm nominal size | 577.8 | Cum | 5,150 ₹29,75,670 | 4,400 ₹25,42,320 | 7,000 ₹40,44,600 | 6,500 ₹37,55,700 | 4,200 ₹24,26,760 | 4,800 ₹27,73,440 | 3,500 ₹20,22,300 Lowest |
| 1.30 | P/L in positon cement concrete of specified grade 1:2:4 using 20mm nominal size crushed including cost of formwork | 26.4 | Cum | 6,070 ₹1,60,248 | 4,650 ₹1,22,760 | 8,000 ₹2,11,200 | 8,500 ₹2,24,400 | 4,600 ₹1,21,440 Lowest | 6,000 ₹1,58,400 | 5,200 ₹1,37,280 |
| 1.40 | Random Rubble stone masonry with hard nallah stone in foundations upto plinth with 1:6 cement mortar | 1,297.44 | Cum | 4,400 ₹57,08,736 | 1,850 ₹24,00,264 Lowest | 5,000 ₹64,87,200 | 2,800 ₹36,32,832 | 3,800 ₹49,30,272 | 2,850 ₹36,97,704 | 2,800 ₹36,32,832 |
| 1.50 | Dry Random Rubble stone masonry using hard nallah stones in Panels of R/Walls. | 1,840.96 | Cum | 2,500 ₹46,02,400 | 1,100 ₹20,25,056 Lowest | 4,550 ₹83,76,368 | 2,800 ₹51,54,688 | 2,600 ₹47,86,496 | 1,800 ₹33,13,728 | 1,800 ₹33,13,728 |
| 1.60 | Back filling behind R/Walls, wing walls, Return wall etc. | 536.25 | Cum | 650 ₹3,48,562.5 | 430 ₹2,30,587.5 | 4,200 ₹22,52,250 | 6,500 ₹34,85,625 | 400 ₹2,14,500 | 500 ₹2,68,125 | 200 ₹1,07,250 Lowest |
| 2.00Construction of B/Wall | ||||||||||
| 2.10 | 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% | 743.4 | Cum | 435 ₹3,23,379 | 280 ₹2,08,152 | 300 ₹2,23,020 | 250 ₹1,85,850 | 150 ₹1,11,510 | 125 ₹92,925 Lowest | 180 ₹1,33,812 |
| 2.20 | P/L in positon cement concrete of specified grade 1:3:6 in foundation including cost of formwork | 214.52 | Cum | 5,150 ₹11,04,778 | 4,400 ₹9,43,888 | 7,500 ₹16,08,900 | 6,500 ₹13,94,380 | 4,200 ₹9,00,984 | 4,800 ₹10,29,696 | 3,500 ₹7,50,820 Lowest |
Tender Value
Refer Docs
EMD Value
₹6.8 L
Closing Date
2 Oct 2021, 12:00 pmClosed
EXECUTIVE DIRECTOR (P)
HOUSE NO 261 SECTOR 6 CHANNI HIMMAT JAMMU
Restoration and Repair by way installing and construction of Road safety Item viz. Retaining wall, Breast/wall, Metallic Crash Barrier, Retroreflective Sign Board, Overhead Signs/Gantry Sign Board from Km 0.000 to Km 45.00 on Batote- Khellani stretch
2021_NHIDC_647988_2
NHIDCL/RO(JMU)/RR/ 0-45 0-8/NH-244/162/2021-22
Open Tender
Civil Works - Roads
Item Rate
180 days
DODA
Please refer Tender documents.
5 documents required · 5 mandatory
₹11,800
NHIDCL
₹6.8 L
RO JAMMU
30 Oct 2021
13 Sept 2021
4 Oct 2021
13 Sept 2021
2 Oct 2021
22 Sept 2021
13 Sept 2021 - 20 Sept 2021
20 Sept 2021
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 1:3:6 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 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 1:3:6 in foundation including cost of formwork
P/L in positon cement concrete of specified grade 1:2:4 using 20mm nominal size crushed including cost of formwork
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 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.
Clearance of Snow
Clearance of snow from Km 0.000 to 45.000
Construction of Pucca Drain
Plain cement concrete of M15 Grade in structure complete as per drawing and technical specifications.
Fixing of Traffic Sign Board/Safety board/Overhead Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. With NHIDCL Logo
80 cm x 60 cm rectangular (With NHIDCL Logo)
90 cm Triangular
60 cm Circular
Overhead Signs Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans
Truss and Vertical Support of Gantery
Aluminium Alloy Plate for Over Head Sign
Fixing of Crash Barrier
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
Repair of Damaged Metallic Crash by Barrier post erection, W metal Beam installation and fastening of joints by welding)
Plain Cement Concrete of M20 Grade in structure complete as per Drawing and Technical Specifications.
Foundation of Metallic Crash Barrier where Road width is limited with or foundation depth is not avalable Random Rubble stone masonry with hard nallah stone in foundations upto plinth with 1:6 cement mortar
Road Marking
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm.
Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting by Roller, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2
M/s R.K. Gupta & Co.
GREEN EARTH INFRASTRUCTURE PRIVATE LIMITED
ABDUL QUYOUM SHAN
RISHA INFRASTRUCTURE
M/s Dhingra Brothers (India)
The Shivam Enterprises
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