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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹98.8 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹1.0 Cr+₹5.2 L (5.29%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹1.2 Cr+₹17.9 L (18.1%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | GREEN EARTH INFRASTRUCTURE PRIVATE LIMITED L2 | KHANDAY PROJECTS PRIVATE LIMITED L3 | M/S HARISH GUPTA L1 |
|---|---|---|---|---|---|---|
| 1.00SH: 1. Fixing of Road Delineators and Metallic Crash Barrier | ||||||
| 1.01 | 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 | 400 | RM | 3,800 ₹15,20,000 | 4,000 ₹16,00,000 | 3,050 ₹12,20,000 Lowest |
| 1.02 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 5.43 | Cum | 3,500 ₹19,005 | 4,000 ₹21,720 | 2,000 ₹10,860 Lowest |
| 2.00SH: 2. Fixing of Road Delineators & Construction of Parapets | ||||||
| 2.01 | Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings. | 183 | each | 900 ₹1,64,700 | 900 ₹1,64,700 | 300 ₹54,900 Lowest |
| 2.02 | Plain Cement Concrete of 1:3:6 in structure complete as per Drawing and Technical Specifications. | 59.29 | Cum | 4,600 ₹2,72,734 | 4,000 ₹2,37,160 | 2,000 ₹1,18,580 Lowest |
| 3.00SH: 3. Construction of Retaining Walls | ||||||
| 3.01 | Earthwork in excavation by manual means/mechanical 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% | 389 | Cum | 170 ₹66,130 | 100 ₹38,900 Lowest | 200 ₹77,800 |
| 3.02 | P/L in positon cement concrete of specified grade 1:3:6 in foundation including cost of formwork | 156 | Cum | 3,500 ₹5,46,000 | 4,000 ₹6,24,000 | 2,400 ₹3,74,400 Lowest |
| 3.03 | P/L in positon cement concrete of specified grade 1:2:4 using 20mm nominal size crushed including cost of formwork for Parapets and coping | 22.5 | Cum | 5,500 ₹1,23,750 | 5,000 ₹1,12,500 | 3,000 ₹67,500 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.8 L
Closing Date
8 Sept 2023, 12:00 pmClosed
EXECUTIVE DIRECTOR (P)
HOUSE NO 261, SECTOR 6, CHANNI HIMMAT, JAMMU 180015
Providing Installing Construction of Road safety Items viz RWalls Parapets Metallic Crash Barriers Sign Board landslide Rock Blasting PCC Drain pipe culverts on Helmet Top Realignment Road from 01570 to 02570 and Const. of Rwall at Existing Km 12080
2023_NHIDC_767508_1
NHIDCL/RO(JMU)/NH244/RR/Helmet Top/ New/224/2023-
Open Tender
Civil Works - Roads
Item Rate
180 days
KISHTWAR
Please refer Tender documents.
5 documents required · 5 mandatory
₹11,800
NHIDCL
₹1.8 L
NHIDCL RO JAMMU
18 Oct 2023
18 Aug 2023
9 Sept 2023
18 Aug 2023
8 Sept 2023
31 Aug 2023
18 Aug 2023 - 21 Aug 2023
21 Aug 2023
Amount
SH: 1. Fixing of Road Delineators and Metallic 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
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
SH: 2. Fixing of Road Delineators & Construction of Parapets
Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings.
Plain Cement Concrete of 1:3:6 in structure complete as per Drawing and Technical Specifications.
SH: 3. Construction of Retaining Walls
Earthwork in excavation by manual means/mechanical 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 for Parapets and coping
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.
SH: 4 Excavation of Hard Rock
Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.
SH:5 Clearance of Land Slide
Clearance of land slides in soil and ordinary rock.
SH:6. Fixing of Traffic Sign Board/Safety board INSTALLATION OF CHEVRON SIGN 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.
80 cm x 60 cm rectangular
60 cm equilateral triangle
Construction of PCC Drain
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
P/L in positon cement concrete of specified grade 1:2:4 using 20mm nominal size crushed including cost of formwork
Construction of NP4 pipe culverts
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
Providing and Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .
GREEN EARTH INFRASTRUCTURE PRIVATE LIMITED
KHANDAY PROJECTS PRIVATE LIMITED
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