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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.4 CrAdmitted-Finance | ₹10.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹10.7 CrAdmitted-Finance VILL PALAUNDHA ROHTAS 821104 | ROHTAS | BIHAR | 821104 | ₹10.7 Cr | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee | - | - | Not Admitted-Fee Fee not received |
| 4 | Not Admitted-Fee | - | - | Not Admitted-Fee Fee not received |
| 5 | Not Admitted-Fee | - | - | Not Admitted-Fee Fee not received |
| Sl No | Description | Qty | Unit | YOGESH CHAUDHARY L1 | JAI BAJRANG BALI CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00Road Work | |||||
| 2.10Clearing 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 | |||||
| 3.20 | T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road | 4.25 | Hect | - | - |
| 4.30 | T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road | 6.2 | Hect | - | - |
| 5.40 | T08 NH-3 to Jatoli via Birondha | 4.8 | Hect | - | - |
| 6.50Construction 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 50 m as per MoRD Specification Clause 301.5 | |||||
| 7.60 | T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road | 32,090 | Cum | - | - |
| 8.70 | T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road | 19,425 | Cum | - | - |
| 9.80 | T08 NH-3 to Jatoli via Birondha | 18,180 | Cum | - | - |
| 10.90Construction of granular sub-base by providing well graded 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 III Material | |||||
Tender Value
₹9.3 Cr
EMD Value
₹17.8 L
Closing Date
20 Jul 2020, 12:00 pmClosed
ACE PWD ZONE BHARATPUR
ACE PWD ZONE BHARATPUR
RJ13/P3/2019/05
2020_CERJ_95043_5
02/PMGSY/2020-21_rajakhera
Open Tender
Civil Works - Roads
300 days
RAJAKHERA
Please refer Tender documents.
7 documents required · 7 mandatory
₹5,000
ACE PWD ZONE BHARATPUR
₹17.8 L
Yes
ACE PWD ZONE BHARATPUR
11 Aug 2020
20 Jun 2020
20 Jul 2020
20 Jun 2020
20 Jul 2020
20 Jun 2020
29 Jun 2020
Amount
Road Work
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
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
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 50 m as per MoRD Specification Clause 301.5
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
Construction of granular sub-base by providing well graded 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 III Material
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
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
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
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 granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRD Specification Clause 503.
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
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)
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
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 of aggregate and plastic waste cutting in a hotmix 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. Waste Plastic @ 8% of bitumen. Case -II By mechnical means Bitumen VG-30
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
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 Case - II : Type B Bitumen (VG-30)
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
CC Pavment
Construction of granular sub-base by providing well graded 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
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
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
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound and water finishing to lines and grade as per drawing and MoRD Specification Clause 1501 including vaccum dewatering process with all required equipments
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
Drain work
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
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
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
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry In 1:3 cement mortar
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
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 20 Nominal mix (1:2:4)
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
Plastering with cement mortar (1:4), 20 mm thick on Stone work.
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
Road Furniture
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
(a) 5th Km. Stone ( size 50 x152.5x25 cm)
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
(b) Ordinary Km. Stone (Precast)
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
(c) 200m Stone (Precast)
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
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
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
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
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
S & F of curve board reflective sign board made out of 2mm th. M.S. sheet (60 cm equi lateral triangle stove enamelled and reflective symbal fixed on angle Iron size 65x65x6mm of 3m long and 2mm th. M.S. sheet 60x45 cm defination plate including written letters and nuberals, painting complete as per standard design and drawing fixing including excavation, cement concrete 1:3:6 size 30x30x60 cm and transportation complete at site with all lead
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
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 RCC Posts 100 mm x 100 mm 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
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
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 RCC Post 100 mm x 100 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 approved drawing Clause 1701 800 mm x 600 mm rectangular
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
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.
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
Providing and Erecting typing Maintenance information Board as per approved drawing & Specification of MORO made of MS Sheet of 1.6mm thick of size 900m X 1500mm stiffend by angle iron 25mmx25mmx3mm all around the plate & Plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050mm with angle holdfasets and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx600mmx750mm 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 willl be with ready mixed synthethic enamel paint of surerior quality in requried shade and colour ete 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 MoRO specification
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
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.
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
Flush Causeway
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
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
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
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry In 1:3 cement mortar
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound and water finishing to lines and grade as per drawing and MoRD Specification Clause 1501 including vaccum dewatering process with all required equipments
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
Pointing with cement mortar (1:3) on Stone work as per drawing and MoRD specification Clauses 613.3 and 1204 Raised and Cut Type
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
HPC 1000m Single Row
Earthwork in excavation for structures as per drawing and technical 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.
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 PCC grade M-20 Nominal mix 1:2:4
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
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. 1000mm dia.
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
Pointing with cement mortar (1:3) on Stone work as per drawing and MoRD specification Clauses 613.3 and 1204 Raised and Cut Type
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
PROTECTION WALL
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
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
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
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry In 1:3 cement mortar
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
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)
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
Pointing with cement mortar (1:3) on Stone work as per drawing and MoRD specification Clauses 613.3 and 1204 Raised and Cut Type
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
SYPHON
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
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
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
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
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. 300 mm dia
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry In 1:3 cement mortar
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
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)
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
Pointing with cement mortar (1:3) on Stone work as per drawing and MoRD specification Clauses 613.3 and 1204 Raised and Cut Type
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
JUNCTION
Construction of granular sub-base by providing well graded 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
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
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
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
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
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
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
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
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 granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRD Specification Clause 503.
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
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 of aggregate and plastic waste cutting in a hotmix 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. Waste Plastic @ 8% of bitumen. Case -II By mechnical means Bitumen VG-30
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
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 Case - II : Type B Bitumen (VG-30)
T12 NH-3 Suaakabag to Viparpur Maanpur Tehri upto Odela kolari Road
T15 NH-3 to Dubati Nayapura kishanlal ka pura upto Maniya Basai Nawab Road
T08 NH-3 to Jatoli via Birondha
Annual Maintenance charges on proreta basis as per fixed percentage besis
1st Year 0.68%
2nd Year 0.87%
3rd Year 1.12%
4th Year 1.31%
5th Year 1.52%
JAI BAJRANG BALI CONSTRUCTION
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