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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.5 CrAdmitted-Finance | ₹5.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.5 Cr+₹5.7 L (1.04%)Admitted-Finance | ₹5.5 Cr+₹5.7 L (1.04%) | L2 | Admitted-Finance |
| 3 | L3₹6.1 Cr+₹60.5 L (11.0%)Admitted-Finance | ₹6.1 Cr+₹60.5 L (11.0%) | L3 | Admitted-Finance |
| 4 | L4₹6.1 Cr+₹62.7 L (11.4%)Admitted-Finance | ₹6.1 Cr+₹62.7 L (11.4%) | L4 | Admitted-Finance |
| 5 | L5₹6.7 Cr+₹1.3 Cr (22.8%)Admitted-Finance | ₹6.7 Cr+₹1.3 Cr (22.8%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | EIMSIM BABAS INFIRATRUCTURES L3 | MIRZ INFRASTRUCTURE BUILDERS L5 | M/s Highway Constructions L2 | Sabeel Ahmad magray L4 | M/S DUWA CONSTRUCTIONS L1 | M/S ALTAF CONSTRUCTIONS L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00SH: 1. WBM- III & Bituminious Macadam & Bituminous Concrete. | |||||||||
| 1.00 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. | 21,513 | sqm | 3 ₹64,539 | 10 ₹2,15,130 | 2 ₹43,026 Lowest | 11 ₹2,36,643 | 2 ₹43,026 Lowest | 15 ₹3,22,695 |
| 1.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. | 95.37 | cum | 1,050 ₹1,00,138.5 | 2,300 ₹2,19,351 | 900 ₹85,833 Lowest | 900 ₹85,833 Lowest | 950 ₹90,601.5 | 1,800 ₹1,71,666 |
| 1.00 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. | 1,271.55 | sqm | 8 ₹10,172.4 | 45 ₹57,219.75 | 10 ₹12,715.5 | 20 ₹25,431 | 5 ₹6,357.75 Lowest | 50 ₹63,577.5 |
| 1.00 | Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction | 363.83 | cum | 7,000 ₹25,46,810 | 8,000 ₹29,10,640 | 6,300 ₹22,92,129 Lowest | 6,700 ₹24,37,661 | 6,700 ₹24,37,661 | 7,000 ₹25,46,810 |
| 1.01 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. | 22,785 | sqm | 3 ₹68,355 Lowest | 20 ₹4,55,700 | 10 ₹2,27,850 | 20 ₹4,55,700 | 3 ₹68,355 Lowest | 30 ₹6,83,550 |
| 1.01 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects | 683.55 | cum | 7,500 ₹51,26,625 Lowest | 11,500 ₹78,60,825 | 7,500 ₹51,26,625 Lowest | 8,825 ₹60,32,328.75 | 7,700 ₹52,63,335 | 8,000 ₹54,68,400 |
| 1.01SH: Construction of Retaining Walls | |||||||||
| 1.01 | 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% | 1,704.26 | Cum | 150 ₹2,55,639 | 200 ₹3,40,852 | 120 ₹2,04,511.2 | 61.5 ₹1,04,811.99 Lowest | 150 ₹2,55,639 | 200 ₹3,40,852 |
| 1.01 | P/L in positon cement concrete of specified grade 1:3:6 in foundation including cost of formwork | 466.81 | Cum | 3,000 ₹14,00,430 Lowest | 5,000 ₹23,34,050 | 3,300 ₹15,40,473 | 3,190 ₹14,89,123.9 | 3,700 ₹17,27,197 | 5,000 ₹23,34,050 |
Tender Value
₹8.5 Cr
EMD Value
₹17.1 L
Closing Date
21 Aug 2021, 12:00 pmClosed
Gurjeet Singh Kambo
Executive Director (P), Regional office, National Highway and Infrastructure Development Corporation Hotel Rose Inn, 3 Kralsangri, Nishat Brein Link Rd, Srinagar
Permanent restoration of road by way of clearance of landslide, surface boulders, side drain, culverts including construction of R/walls and B/walls and laying of bituminous carpeting on Sinthanpass-Anantnag-Khanabal in the UT of J and K.
2021_NHIDC_642186_1
NHIDCL/RO-Srinagar/M and R/ S-A-K/1
Open Tender
Civil Works
Item Rate
180 days
Jammu and Kashmir
Please refer Tender documents.
5 documents required · 5 mandatory
₹11,800
NHIDCL Establishment Account
₹17.1 L
NHIDCL, RO - Srinagar
17 Sept 2021
6 Aug 2021
23 Aug 2021
6 Aug 2021
21 Aug 2021
14 Aug 2021
6 Aug 2021 - 9 Aug 2021
10 Aug 2021
Amount
SH: 1. WBM- III & Bituminious Macadam & Bituminous Concrete.
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.
Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects
SH: 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
Dry Random Rubble stone masonory using hard nallah stones in Panels of R/Walls.
Back filling behind R/Walls, wing walls, Return wall etc.
SH: 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 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.
SH: 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.
SH: Clearance of Land Slide
Clearance of land slides in soil and ordinary rock.
Disposal of mulba including loading/ unloading excluding haulage Qty vide item no. 1 @ 50%
Haulage of materils by tipper (excluding loading / unloading), avg . Lead 5Kms Qty vide item no. 2 x 1.60 x 5
SH: Maintenance of Earthern Shoulder
Maintenance of earthern shoulder (filling with fresh soil) making up loss of material / irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.
SH: Maintenance of Earthern Shoulder
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
SH: Fixing of Traffic Sign Board
Mandatory/Regulatory sign boards of 900 mm diameter with part as length of 3750 mm.
Cautionary/warning sign boards of equilateral triangular shape having each side of 900 mm support length of 3650mm
SH: Fixing of Traffic Sign Board
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 M15 Grade in structure complete as per Drawing and Technical Specifications.
SH: Fixing of Traffic Sign Board
Painting of Parapets (25% of Parapets)
White washing of parapets (75% of Parapets)
SH: 4. 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%
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 20 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing.
Providing and laying of Gabian Crates including cost of stones and crates
Back filling behind R/Walls, wing walls, Return wall etc.
SH: 7. Road Marking
Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
SH: 7. Road Marking
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
M/s Highway Constructions
EIMSIM BABAS INFIRATRUCTURES
Sabeel Ahmad magray
MIRZ INFRASTRUCTURE BUILDERS
M/S ALTAF CONSTRUCTIONS
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