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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H1₹11.9 CrAdmitted-Finance | ₹11.9 Cr | H1 | Admitted-Finance |
| 2 | H2₹11.8 CrAdmitted-Finance | ₹11.8 Cr | H2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical result enclosed |
| 4 | Rejected-Technical | - | - | Rejected-Technical result enclosed |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical EMD/Fee not received |
| Sl No | Description | Qty | Unit | Mohan Bajaj H1 | MAHABIR PRASAD AGARWAL H2 |
|---|---|---|---|---|---|
| 1.00Paved Shoulder Work from Km 52+000 to Km 80+000 | |||||
| 1.01 | Excavation in Hill Areas in Ordinary Soil By Mechanical Means (Excavation in ordinary soil in ordinary soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead). Case-I: Disposal of cut materials with all lifts and lead up to 1000 metres. | 12,375 | Cum | - | - |
| 1.02 | Compacting original ground supporting subgrade (Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.) | 4,125 | Cum | - | - |
| 1.03 | By Mix in Place Method (Construction of granular sub-base by providing the material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) | 5,500 | Cum | - | - |
| 1.04 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 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.)
Grading - 2 (53 mm to 22.4 mm) in two layer | 6,875 | Cum | - | - |
| 1.05 | Prime coat (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 shown in 500-1 using mechanical means.)
i) Medium Porosity | 27,500 | Cum | - | - |
| 1.06 | Tack Coat (Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared Normal Bituminous Surface with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503. (Normal Bituminous Surface)
i) Normal Bituminous Surface | 27,500 | Cum | - | - |
| 1.07 | Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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. 507 complete in all respects.)
Case - II for Grading II ( 19 mm nominal size ) | 2,475 | Cum | - | - |
| 1.08 | Bituminous Concrete (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 % 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)
Case-I Grading-I ( 13 mm nominal size ) | 825 | Cum | - | - |
| 2.00Footpath Construction | |||||
Tender Value
₹13.5 Cr
Closing Date
15 Jun 2020, 3:00 pmClosed
Executive Director (Projects)
Executive Director (Projects) Regional Office-Gangtok, Behind Meylong Hills, NH-10, Pani House, Gangtok, East Sikkim-737101
Work for Provision of Paved Shoulder in Selected Length Footpath Road Safety and Road Furniture and other miscellaneous items from Rangpo to Ranipool from Km 52 to Km 80 of NH10 in the State of Sikkim on Item Rate Contract
2020_NHIDC_558262_1
NHIDCL/RO-SKM/NH-10/1/2020-21
Open Tender
Civil Works
270 days
Sikkim
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
Executive Director (P), NHIDCL
Exempted
Gangtok
25 Jun 2020
8 May 2020
16 Jun 2020
8 May 2020
15 Jun 2020
12 May 2020
21 May 2020
Paved Shoulder Work from Km 52+000 to Km 80+000
Excavation in Hill Areas in Ordinary Soil By Mechanical Means (Excavation in ordinary soil in ordinary soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead). Case-I: Disposal of cut materials with all lifts and lead up to 1000 metres.
Compacting original ground supporting subgrade (Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)
By Mix in Place Method (Construction of granular sub-base by providing the material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 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.) Grading - 2 (53 mm to 22.4 mm) in two layer
Prime coat (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 shown in 500-1 using mechanical means.) i) Medium Porosity
Tack Coat (Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared Normal Bituminous Surface with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503. (Normal Bituminous Surface) i) Normal Bituminous Surface
Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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. 507 complete in all respects.) Case - II for Grading II ( 19 mm nominal size )
Bituminous Concrete (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 % 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) Case-I Grading-I ( 13 mm nominal size )
Footpath Construction
Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) A. Using Concrete Mixer
Interlocking Concrete Block Pavement for footpath (Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification IRCSP63-2018
Tubular Steel Railing on Medium Weight steel channel ( ISMC series) 100 mm x 50 mm (Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings)
Road Safety
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective 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
90 cm equilateral triangle
60 cm equilateral triangle
60 cm circular
80 mm x 60 mm rectangular
60cm x 45 cm rectangular
60 cm x 60 cm square
Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)
Road Delineators (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 stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.)
Type - B, "THRIE" : Metal Beam Crash Barrier (Providing and erecting a "THRIE" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high, 1.15 m below ground 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, 546 mm long complete as per clause 810)
Repair of Crash Barrier (Repair of concrete crash barrier with cement concrete of M30 Grade by cutting and trimming the damaged portion to a regular shape, cleaning the area to be repaired thoroughly, applying cement concrete after erection of properform work.)
Road Furniture
Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
5th kilometre stone (precast)
Ordinary Kilometer stone (Precast)
Hectometer stone (Precast)
Street Furniture (Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973)
Overhead Signs (Providing and erecting overhead signs with a corrosion resistant 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
Aluminium alloy plate for over head sign
Roadside Amenities Construction roadside Amenities including excavtion of foundation, laying of M15 PCC ,brick masonry (1:3) ,plastering of wall 12mm thk (1:3) ,stone Masonry (1:4) ,Centering and shuttering including strutting,propping etd. And removal of form, fifting of watersupply ,door ,window& electrical fitting complete as per Drawing & CPWD Specification
BUS SHED
Miscellenous
Printing new letter and figures of any shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade)
Hindi ( Matras commas and the like not to be measured and paid for Half letter shall be counted as half )
English and Roman
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
White washing of parapet walls of CD / Breast wall work and tree truncks (White washing two coats on parapet /Breast walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications of CPWD
Hill Side Drain & Culvert Clearance ( Removal of earth from the choked hill side drain and Culvert )
MAHABIR PRASAD AGARWAL
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