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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 CrAdmitted-Finance PLOT NO 94 SECTOR 4 ADARSH NAGAR PHALODI | PHALODI | JODHPUR | RAJASTHAN | ₹4.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.4 Cr+₹2.3 L (0.52%)Admitted-Finance ADARSH NAGAR PHALODI DISTRICT PHALODI | PHALODI | PHALODI | RAJASTHAN | ₹4.4 Cr+₹2.3 L (0.52%) | L2 | Admitted-Finance |
| 3 | L3₹4.5 Cr+₹8.1 L (1.84%)Admitted-Finance SITA KUTIR BEHIND COURT NEAR SBI BANK PHALODI DISTRICT PHALODI 342301 | PHALODI | PHALODI | RAJASTHAN | 342301 | ₹4.5 Cr+₹8.1 L (1.84%) | L3 | Admitted-Finance |
| 4 | L4₹4.6 Cr+₹17.9 L (4.07%)Admitted-Finance DISTT BARMER | BARMER | BARMER | RAJASTHAN | ₹4.6 Cr+₹17.9 L (4.07%) | L4 | Admitted-Finance |
| 5 | L5₹4.8 Cr+₹44.0 L (10.0%)Admitted-Finance | ₹4.8 Cr+₹44.0 L (10.0%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | HEERA RAM GODARA L1 | ANOPARAM L2 | Bohra Construction Company L3 | Mohad Construction Co. L4 | BRIJ CONSTRUCTION AND ENGINEERS L5 | M/s Prabhu Dan Detha and Company L6 | M/s. Bhati constructions L7 | M/s Ramesh Kumar Bansal L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Construction of reference bench mark (1 No.), working bench mark (4 Nos.) and near all drainage structures and bridges (as per direction of Engineer-in-charge), reference pillar/ burgees @ 50m interval on both side of formation width including marking of centre line, setting out curves, recording of levels, white washing and lettering etc. complete as per MORD specifications cl. 108. | |||||||||||
| 2.00Reference benchmark/working benchmark (As per drawing annex-I) (BT+CC) | |||||||||||
| 4.00 | Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00 | 6 | Per km | - | - | - | - | - | - | - | - |
| 5.00 | Upgradation of MRL 23 A/R to Padampura road km 0/0 to 9/00 | 9 | Per km | - | - | - | - | - | - | - | - |
| 6.00Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRD Specification Clause 201.By Mechanical Means In area of non-thorny jungle | |||||||||||
| 7.00 | Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00 | 3.15 | Hect. | - | - | - | - | - | - | - | - |
| 8.00 | Upgradation of MRL 23 A/R to Padampura road km 0/0 to 9/00 | 4.73 | Hect. | - | - | - | - | - | - | - | - |
| 9.00Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per MoRD Specification Clause 301.4. | |||||||||||
| 10.00 | Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00 | 13,000 | Sqm | - | - | - | - | - | - | - | - |
| 11.00 | Upgradation of MRL 23 A/R to Padampura road km 0/0 to 9/00 | 33,750 | Sqm | - | - | - | - | - | - | - | - |
Tender Value
₹6.8 Cr
EMD Value
₹13.5 L
Closing Date
20 Jul 2020, 12:00 pmClosed
Addl. Chief Engineer, PWD Zone Jodhpur
Addl. Chief Engineer, PWD Zone Jodhpur
Upgradation of Rural Roads in District Jaisalmer under PMGSY-III (Batch-I), WB RRP-II. Package No. RJ17/P3/2019/08
2020_CERJ_95036_8
NIT No.02/2020-21 of ACE PWD Zone Jodhpur
National Competitive Bid
Civil Works - Roads
Item Rate
300 days
Jaisalmer
Please refer Tender documents.
8 documents required · 8 mandatory
₹5,000
Additional Chief Engineer, PWD Zone Jodhpur
₹13.5 L
Addl. Chief Engineer, PWD Zone Jodhpur
5 Aug 2020
21 Jun 2020
20 Jul 2020
21 Jun 2020
20 Jul 2020
21 Jun 2020
22 Jun 2020
Amount
Construction of reference bench mark (1 No.), working bench mark (4 Nos.) and near all drainage structures and bridges (as per direction of Engineer-in-charge), reference pillar/ burgees @ 50m interval on both side of formation width including marking of centre line, setting out curves, recording of levels, white washing and lettering etc. complete as per MORD specifications cl. 108.
Reference benchmark/working benchmark (As per drawing annex-I) (BT+CC)
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Upgradation of MRL 23 A/R to Padampura road km 0/0 to 9/00
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRD Specification Clause 201.By Mechanical Means In area of non-thorny jungle
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Upgradation of MRL 23 A/R to Padampura road km 0/0 to 9/00
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per MoRD Specification Clause 301.4.
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Upgradation of MRL 23 A/R to Padampura road km 0/0 to 9/00
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRD Specification Clause 302.3
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Upgradation of MRL 23 A/R to Padampura road km 0/0 to 9/00
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Specification Clause 301.5
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Upgradation of MRL 23 A/R to Padampura road km 0/0 to 9/00
Construction of granular sub-base by providing well graded crusher borken material, mixing in a mechanical mix plant at OMC , carriage of mixed material to work site upto lead of 1000m spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Specification Clause 401.For Grading I Material
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Upgradation of MRL 23 A/R to Padampura road km 0/0 to 9/00
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per MoRD Specification Clause 405. Using Crusher Broken Aggregate By Manual Means
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Upgradation of MRL 23 A/R to Padampura road km 0/0 to 9/00
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRD Specification Clause 405. using Crusher borken aggregate) By Manual Means
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Upgradation of MRL 23 A/R to Padampura road km 0/0 to 9/00
Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per MoRD Specification Clause 408.Using naturally occuring gravel
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Upgradation of MRL 23 A/R to Padampura road km 0/0 to 9/00
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRD Specification Clause 502. Low porosity
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Upgradation of MRL 23 A/R to Padampura road km 0/0 to 9/00
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 dry and hungry bituminous surface cleaned with Hydraulic broom as per MoRD Specification Clause 503.
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Upgradation of MRL 23 A/R to Padampura road km 0/0 to 9/00
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per MoRD Specification Clause 504. Bitumen (VG-30)
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Upgradation of MRL 23 A/R to Padampura road km 0/0 to 9/00
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRD Specification Clause 508.Case - II By Mechanical Means Bitumen(VG-30) Add extra over item no. 5.9, Case-II (ii) for providing waste plastic -8% of bitumen including of cutting of plastic waste and mixing of aggregate and plastic waste cutting in a hot mix plant.
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Upgradation of MRL 23 A/R to Padampura road km 0/0 to 9/00
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRD Specification Clause 510 By Mechanical Means Type B Bitumen(VG-30)
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Upgradation of MRL 23 A/R to Padampura road km 0/0 to 9/00
Providing and laying reinforced cement concrete pipe NP3 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 Clause 1106.(E)NP3 Pipes 300 mm dia
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Upgradation of MRL 23 A/R to Padampura road km 0/0 to 9/00
Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge.
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Upgradation of MRL 23 A/R to Padampura road km 0/0 to 9/00
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Specification Clause 801
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
900 mm equilateral & triangle
600 mm Circular
800 mm x 600 mm rectangular
Upgradation of MRL 23 A/R to Padampura road km 0/0 to 9/00
900 mm equilateral & triangle
600 mm Circular
800 mm x 600 mm rectangular
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Upgradation of MRL 23 A/R to Padampura road km 0/0 to 9/00
Providing and fixing of PMGSY logo with definition plate (as per MORD design/drawing) 2mm thick MS plate framed to angle Iron 40x40x6mm including orange luminous colour paint on logo, size of diamand plate 600x600mm definition plate 900x250mm supported on MS post of angle Iron of size 65x65x6mm, 3m long stove enameled paint with hold fastfirmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRD Specification Clause 1700
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Upgradation of MRL 23 A/R to Padampura road km 0/0 to 9/00
Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and MoRD Specification Clause 1701
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Upgradation of MRL 23 A/R to Padampura road km 0/0 to 9/00
Providing and Erecting typical Citizen's information Board as per approved drawing & specification of MORD made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MoRD Specification.
For Flexibal Pavement
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Upgradation of MRL 23 A/R to Padampura road km 0/0 to 9/00
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRD Specification Clause 1703
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
5th Kilometre Stone (precast)
Ordinary Kilometer Stone (Precast)
200 m stone (precast)
Upgradation of MRL 23 A/R to Padampura road km 0/0 to 9/00
5th Kilometre Stone (precast)
Ordinary Kilometer Stone (Precast)
200 m stone (precast)
Cut Stone boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Upgradation of MRL 23 A/R to Padampura road km 0/0 to 9/00
Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements.
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Upgradation of MRL 23 A/R to Padampura road km 0/0 to 9/00
Providing and Erecting typical Maintenance information Board as per approved drawing & specification of MORD made of MS sheet of 1.6 mm thick of size 900mm x 1500mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MoRD Specification.
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Upgradation of MRL 23 A/R to Padampura road km 0/0 to 9/00
Providing and fixing of road stud 100 x 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 holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Upgradation of MRL 23 A/R to Padampura road km 0/0 to 9/00
Supply & Fixing of mandatory / regulatory reflective sign board fixed on 3 meter long Angle Iron of size 65x65x6 mm complete as per IRC-67-1977 made of 2 mm thick M.S. sheet stove enamelled paint and reflective symbol.
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Stop signs with definition plate size 30x20 cm
90 cm Octagon
Upgradation of MRL 23 A/R to Padampura road km 0/0 to 9/00
Stop signs with definition plate size 30x20 cm
90 cm Octagon
Supply of Caution Diversion sign board size 1800 x 600 mm having centre height of 75 cm made out or 1.25 mm thick M.S. sheet duly framed with angle iron size 40 x 40 x 5 mm fixed on two moving wheels and stands, made out of 75 x 40 mm channel having two solid rubber wheels mounted on ball bearings, boards is processed in stoving enamel blue and machine cut sheet reflective letter and arrow on one side and the other side having arrow only complete in all respect.
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Upgradation of MRL 23 A/R to Padampura road km 0/0 to 9/00
Supplying & Fixing route Marker reflective sign boards consisting of shield marked on M.S. flat 14 gauge of size 40 x 60 cm and definition plate of 30 x 25 cm, 14 gauge, fixed on mild steel posts of T Iron or Angle Iron for NH/SH :
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Upgradation of MRL 23 A/R to Padampura road km 0/0 to 9/00
Supplying of men at work sign board (folding type) made of 1.25 mm thick M.S. sheet size 900x900x900 mm painted in white stove enamelled paint and reflective machine cut sheet Men’s emblem and letter MEN AT WORK in red colours and additional attachment of size 150x900 mm plate for gang number and name with white stoving enameled back ground both plates are fixed on a folding stand of M.S. (heavy) steel tube of size 13.2 mm outer dia as per IS-1239 (part-I) 1979 duly painted in grey colour and both the plates are painted on back side in grey enamel paint.
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Upgradation of MRL 23 A/R to Padampura road km 0/0 to 9/00
Supplying of Cat’s Eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of ABS plastic on each side.
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Upgradation of MRL 23 A/R to Padampura road km 0/0 to 9/00
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 with 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 space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Supply of Chevron sign of size 75x60 cm made out of aluminum sheet 2 mm thick with fixing provision on M.S. angle iron post 50x50x6 mm 3 M long screwed with stainless steel nut bolts of 8 M dia, plate is covered by high intensity grade yellow retro-reflective sheeting and black screen printed arrow on Retro Reflective Sheet, complete in all respect. Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Providing and fixing PVC Bump Speed Breakers size 350 mm x 250 mm x 50 mm fitted with key hooks complete with labour material and traffic diversion arrangements.
For 7.50 M Formation Width
Upgradation of MRL 23 A/R to Padampura road km 0/0 to 9/00
P & F Delinator with 30 cm. outer dia RCC hume pipe NP-2 (As per IS-458/ 1971 ) pipe 1. OM. Long 40 cm embedded in cement concrete (1:4:8) block of size 50x50x40 cm. including excavation upto 40 cm depth. The inside of pipe shall be filled with C.C. (1:4:8) stone grit max size 20 mm or less upto the top with semi circular humping. The pipes shall be painted white/black with enamel paint with red dots two Nos. on each side
Upgradation of MRL 23 A/R to Padampura road km 0/0 to 9/00
Earthwork in excavation for structures as per drawing and MoRD specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Face Wall
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Face Wall
Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Stone masonry in cement mortar for substructure complete as per drawing & MoRD specification Clauses 702, 704, 1202 and 1204 Coursed Rubble masonry (2nd sort) In 1:4 cement mortar
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRD specification Clauses 615, 710 and 1204.3.11 50 mm thick
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Pointing with cement mortar (1:3) on Stone work as per drawing and MoRD specification Clauses 613.3 and 1204 Flush and Rulled Type
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and MoRD specifications Clause 1301
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Providing and laying reinforced cement concrete pipe NP4 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 Clause 1106.1000mm dia.
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Backfilling behind abutment, wing wall and return wall complete as per drawings & MoRD specification Clause 1204.3.8 Granular material
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Earthwork in excavation for structures as per drawing and MoRD specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Plain/reinforced cement concrete in substructure complete as per drawings and MoRD specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 P.C.C. grade M 20 Nominal mix (1:2:4)
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Providing and laying reinforced cement concrete in superstructure as per drawing and MoRD specifications Clauses 800, 1205.4 and 1205.5 For height upto 5 m R.C.C M 20 Nominal mix 1:2:4
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and MoRD specifications Clauses 1002, 1010 and 1202
Upgradation of MRL 18 NH 11 to Ashapura Khivaj road km 0/0 to 6/00
Annual maintenance charge on prorata basis as per fixed percentage basis
1st Year : 0.68%
2nd Year : 0.87%
3rd Year : 1.12%
4th Year : 1.31%
5th Year : 1.52%
ANOPARAM
Bohra Construction Company
Mohad Construction Co.
BRIJ CONSTRUCTION AND ENGINEERS
M/s Prabhu Dan Detha and Company
M/s. Bhati constructions
M/s Ramesh Kumar Bansal
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