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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.1 CrAccepted-AOC | ₹13.1 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹13.8 CrRejected-AOC | ₹13.8 Cr | L2 | Rejected-AOC L2 |
Tender Value
₹14.2 Cr
EMD Value
₹14.0 L
Closing Date
16 Dec 2021, 5:00 pmClosed
CHIEF ENGINEER, JSRRDA
3RD FLOOR FFP BUILDING, DHURWA RANCHI
Construction and Maintenance of LSB under PMGSY (REPLWEA)
2021_CEJHR_114861_5
e-Tender No.- 02 /2021 RCPLWEA
Open Tender
Civil Works - Bridge Construction
455 days
GUMLA
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹14.0 L
Yes
6 Apr 2022
25 Nov 2021
17 Dec 2021
25 Nov 2021
16 Dec 2021
25 Nov 2021
Amount
1. HL RCC BRIDGE OVER BARNALA NALA AT CH.- 11+400 KM ON KURUMGARH SALAMI TUSHGAON TENDAR TO DEWRAGANI CHAMPATOLI ROAD
Eartwork in excavation for structures as per drawing and technical specifications Clauses 305.1 including setting out, Construction of shoring andbracing , emoval of stumps and other deleterious meterial and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable metrial. Ordinary Soil Depth upto 3m
Providing and Laying of PCC M 15 levelling course 100 mm thick below foundation PILE CAP
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification Clauses 1204.3.8 Sandy material
R.C.C. grade M35 in Pile Foundation complete as per Dwg & Tech Specification.
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification.
Providing Steel Liner 6mm thick for Piles including fabricating and setting out as per detailed drawing Upto Scour Level
PCC M-15 Ordinary Grade(1:2.5:5) Levelling Course below Approach Slab complete as per drawing and Technical specification Clauses 800 and 1211.
Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications Clauses 802, 803, 804, 805, 806, 807, 1202 and 1204. RCC Grade M25 Height Upto 5m
Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications Clauses 802, 803, 804, 805, 806, 807, 1202 and 1204. RCC Grade M25 Height 5m to 10 m
Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and technical specification. Clauses 614, 709, 1204.3.7
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5.R.C.C. Grade M 30
Reinforced Cement Concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and technical specification Clauses 800 and 1211
Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5
Supplying, fitting and fixing in position true to line and level Elastomeric bearing confirming to IRC:83 (Part-II) section IX and clause 2005 of MORTH Specifications complete including all accessories as per drawing and technical specification.
Providing drainage spout complete as per drawing and technical specification
Construction of railing of M30 grade in-situ with 20mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specificatoins. 800,900,1208.3
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification. Clauses 800, 900, 1206.3
Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications 1002,1005,1010& 1202.
Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications clauses 1002,1010, and 1202
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size toward the soil and bigger size towards the wall and providing over the entire surace behind abutment , wingwall, returnwall to the full height , compacted to firm condition complete as per drawing and technical specification Clauses 1204.3.8
Providing and laying Pitching on slopes laid over prepared filter media as per drawing and technical specifications Clauses 1302.
Providing and laying filter material underneath pitching laid over prepared filter media as per drawing and technical specifications Clauses 1302.
Toe wall of pcc M15as per drawing and technical specifications
PMGSY Sign Board
Dewatering
Comfirmatory Boring
APPROACH ROAD PART
Clearing and Grubbing road land including Uprooting wild vegetation , grass, Bushes, Shrubs, saplings and trees of girth upto 300mm, 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 technical specification clauses 201.
Construction of Embankment with approved Material obtained from Borrow Pits with a lift upto 1.5m 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 technical specification Clauses 301.5
Compacting original ground supporting embankment . Rolling with vibratory roller
Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401) for Grading - II Material
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 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 densitygrading 2 as per technical specification clause 405. ). WBM Grading 2 By Manual Means
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 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 densitygrading 2 as per technical specification clause 405. ). WBM Grading 3 By Manual Means
Providing and applying prime coat with Bitumen emulson (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5kg/sqm using mechanical means as pper technical specification Clauses 502.
Providiing and applying Tack Coat with bitumen emulsion (RS-1)using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surface (cement concrete pavement) cleaned with Hydraulic broom as per tenchnical specification Clauses 503.
Open - Graded Premix Surfacing (Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6mm 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 tenchnical specification Clauses 508.) Bitumen (S-65)
Seal Coat - Providing , laying and rolling of close-graded permix surfacing meterial of 20 mm thick , composed of 11.2 mm to 0.9 mm (Type A) or 13.2 mm to 0.9 mm (Type B) aggregates using penetration grade bitumen to requried 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 8-10 kN static roller and finishing to requried level and grades as per tenchnical specifucation Clauses 509.Bitumen (S-65)
Providing and laying Pitching on slopes laid over prepared filter media as per drawing and technical specifications Clauses 1302.
GUARD WALL PART
Excavation for structures in ordinary soil (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material) Manual means.
Sand filling in foundation trenches as per Drawing and Technical specification clauses 305.3.9
Providing concrete for plain/rainforced concrete in open foundation complete as per drawing and technical specification clauses 802, 1202, & 1203. (PCC M10)
Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications. Clauses 702, 704, 1202,& 1203.
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.Clauses 702, 704, 1202,& 1203.
Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and technical specification. Clauses 614, 709, 1204.3.7
Pointing with cement mortar (1:3) on brickwork in substructure as per Technical specifications Clauses 613.3 and 1204.
Providing PCC M-20 architectural Coping on the top of wing wall , return wall etc. complete as per drawing and technical specification clauses 615,710 and 1204.3.11.
1st Year Maintenance
2nd Year Maintenance
3rd Year Maintenance
4th Year Maintenance
5th Year Maintenance
2. HL RCC BRIDGE OVER LOCAL NALA AT CH.- 12+500 KM ON KURUMGARH SALAMI TUSHGAON TENDAR TO DEWRAGANI CHAMPATOLI ROAD
Eartwork in excavation for structures as per drawing and technical specifications Clauses 305.1 including setting out, Construction of shoring andbracing , emoval of stumps and other deleterious meterial and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable metrial. Ordinary Soil Depth upto 3m
Eartwork in excavation for structures as per drawing and technical specifications Clauses 305.1 including setting out, Construction of shoring andbracing , emoval of stumps and other deleterious meterial and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable metrial. Ordinary Soil Depth between 3m to 6m
Earthwork in excavation for structures as per drawing and technical specifications Clauses 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 Rock not requiring blasting )
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification Clauses 1204.3.8 Sandy material
Providing concrete for plain/rainforced concrete in open foundation complete as per drawing and technical specification clauses 802, 1202, & 1203. (PCC M10)
Filling Annular Space around Footing in Rock as per technical specification clause 1203.4.3. PCC Grade M15
PCC M-15 Ordinary Grade(1:2.5:5) Levelling Course below Approach Slab complete as per drawing and Technical specification Clauses 800 and 1211.
Plain/Reinforced cement concrete in Open Foundation complete as per drawing and technical specification, Clauses 802, 803, 1202 & 1203 (RCC Grade M25 using Concrete Mixer)
Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications Clauses 802, 803, 804, 805, 806, 807, 1202 and 1204. RCC Grade M25 Height Upto 5m
Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications Clauses 802, 803, 804, 805, 806, 807, 1202 and 1204. RCC Grade M25 Height 5m to 10 m
Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and technical specification. Clauses 614, 709, 1204.3.7
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5.R.C.C. Grade M 30
Reinforced Cement Concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and technical specification Clauses 800 and 1211
Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5
Supplying, fitting and fixing in position true to line and level Elastomeric bearing confirming to IRC:83 (Part-II) section IX and clause 2005 of MORTH Specifications complete including all accessories as per drawing and technical specification.
Providing drainage spout complete as per drawing and technical specification
Construction of railing of M30 grade in-situ with 20mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specificatoins. 800,900,1208.3
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification. Clauses 800, 900, 1206.3
Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications 1002,1005,1010& 1202.
Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications clauses 1002,1010, and 1202
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size toward the soil and bigger size towards the wall and providing over the entire surace behind abutment , wingwall, returnwall to the full height , compacted to firm condition complete as per drawing and technical specification Clauses 1204.3.8
Providing and laying Pitching on slopes laid over prepared filter media as per drawing and technical specifications Clauses 1302.
PMGSY Sign Board
Dewatering
Comfirmatory Boring
APPROACH ROAD PART
Clearing and Grubbing road land including Uprooting wild vegetation , grass, Bushes, Shrubs, saplings and trees of girth upto 300mm, 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 technical specification clauses 201.
Construction of Embankment with approved Material obtained from Borrow Pits with a lift upto 1.5m 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 technical specification Clauses 301.5
Compacting original ground supporting embankment . Rolling with vibratory roller
Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401) for Grading - II Material
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 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 densitygrading 2 as per technical specification clause 405. ). WBM Grading 2 By Manual Means
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 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 densitygrading 2 as per technical specification clause 405. ). WBM Grading 3 By Manual Means
Providing and applying prime coat with Bitumen emulson (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5kg/sqm using mechanical means as pper technical specification Clauses 502.
Providiing and applying Tack Coat with bitumen emulsion (RS-1)using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surface (cement concrete pavement) cleaned with Hydraulic broom as per tenchnical specification Clauses 503.
Open - Graded Premix Surfacing (Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6mm 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 tenchnical specification Clauses 508.) Bitumen (S-65)
Seal Coat - Providing , laying and rolling of close-graded permix surfacing meterial of 20 mm thick , composed of 11.2 mm to 0.9 mm (Type A) or 13.2 mm to 0.9 mm (Type B) aggregates using penetration grade bitumen to requried 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 8-10 kN static roller and finishing to requried level and grades as per tenchnical specifucation Clauses 509.Bitumen (S-65)
Providing and laying Pitching on slopes laid over prepared filter media as per drawing and technical specifications Clauses 1302.
GUARD WALL PART
Excavation for structures in ordinary soil (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material) Manual means.
Sand filling in foundation trenches as per Drawing and Technical specification clauses 305.3.9
Providing concrete for plain/rainforced concrete in open foundation complete as per drawing and technical specification clauses 802, 1202, & 1203. (PCC M10)
Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications. Clauses 702, 704, 1202,& 1203.
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.Clauses 702, 704, 1202,& 1203.
Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and technical specification. Clauses 614, 709, 1204.3.7
Pointing with cement mortar (1:3) on brickwork in substructure as per Technical specifications Clauses 613.3 and 1204.
Providing PCC M-20 architectural Coping on the top of wing wall , return wall etc. complete as per drawing and technical specification clauses 615,710 and 1204.3.11.
1st Year Maintenance
2nd Year Maintenance
3rd Year Maintenance
4th Year Maintenance
5th Year Maintenance
3. HL RCC BRIDGE OVER LOCAL NALA AT CH.- 14+515 KM ON KURUMGARH SALAMI TUSHGAON TENDAR TO DEWRAGANI CHAMPATOLI ROAD
Eartwork in excavation for structures as per drawing and technical specifications Clauses 305.1 including setting out, Construction of shoring andbracing , emoval of stumps and other deleterious meterial and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable metrial. Ordinary Soil Depth upto 3m
Eartwork in excavation for structures as per drawing and technical specifications Clauses 305.1 including setting out, Construction of shoring andbracing , emoval of stumps and other deleterious meterial and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable metrial. Ordinary Soil Depth between 3m to 6m
Earthwork in excavation for structures as per drawing and technical specifications Clauses 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 Rock not requiring blasting )
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification Clauses 1204.3.8 Sandy material
Providing concrete for plain/rainforced concrete in open foundation complete as per drawing and technical specification clauses 802, 1202, & 1203. (PCC M10)
Filling Annular Space around Footing in Rock as per technical specification clause 1203.4.3. PCC Grade M15
PCC M-15 Ordinary Grade(1:2.5:5) Levelling Course below Approach Slab complete as per drawing and Technical specification Clauses 800 and 1211.
Plain/Reinforced cement concrete in Open Foundation complete as per drawing and technical specification, Clauses 802, 803, 1202 & 1203 (RCC Grade M25 using Concrete Mixer)
Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications Clauses 802, 803, 804, 805, 806, 807, 1202 and 1204. RCC Grade M25 Height Upto 5m
Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications Clauses 802, 803, 804, 805, 806, 807, 1202 and 1204. RCC Grade M25 Height 5m to 10 m
Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and technical specification. Clauses 614, 709, 1204.3.7
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5.R.C.C. Grade M 30
Reinforced Cement Concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and technical specification Clauses 800 and 1211
Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5
Supplying, fitting and fixing in position true to line and level Elastomeric bearing confirming to IRC:83 (Part-II) section IX and clause 2005 of MORTH Specifications complete including all accessories as per drawing and technical specification.
Providing drainage spout complete as per drawing and technical specification
Construction of railing of M30 grade in-situ with 20mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specificatoins. 800,900,1208.3
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification. Clauses 800, 900, 1206.3
Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications 1002,1005,1010& 1202.
Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications clauses 1002,1010, and 1202
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size toward the soil and bigger size towards the wall and providing over the entire surace behind abutment , wingwall, returnwall to the full height , compacted to firm condition complete as per drawing and technical specification Clauses 1204.3.8
Providing and laying Pitching on slopes laid over prepared filter media as per drawing and technical specifications Clauses 1302.
PMGSY Sign Board
Dewatering
Comfirmatory Boring
APPROACH ROAD PART
Clearing and Grubbing road land including Uprooting wild vegetation , grass, Bushes, Shrubs, saplings and trees of girth upto 300mm, 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 technical specification clauses 201.
Construction of Embankment with approved Material obtained from Borrow Pits with a lift upto 1.5m 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 technical specification Clauses 301.5
Compacting original ground supporting embankment . Rolling with vibratory roller
Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401) for Grading - II Material
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 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 densitygrading 2 as per technical specification clause 405. ). WBM Grading 2 By Manual Means
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 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 densitygrading 2 as per technical specification clause 405. ). WBM Grading 3 By Manual Means
Providing and applying prime coat with Bitumen emulson (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5kg/sqm using mechanical means as pper technical specification Clauses 502.
Providiing and applying Tack Coat with bitumen emulsion (RS-1)using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surface (cement concrete pavement) cleaned with Hydraulic broom as per tenchnical specification Clauses 503.
Open - Graded Premix Surfacing (Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6mm 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 tenchnical specification Clauses 508.) Bitumen (S-65)
Seal Coat - Providing , laying and rolling of close-graded permix surfacing meterial of 20 mm thick , composed of 11.2 mm to 0.9 mm (Type A) or 13.2 mm to 0.9 mm (Type B) aggregates using penetration grade bitumen to requried 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 8-10 kN static roller and finishing to requried level and grades as per tenchnical specifucation Clauses 509.Bitumen (S-65)
Providing and laying Pitching on slopes laid over prepared filter media as per drawing and technical specifications Clauses 1302.
GUARD WALL PART
Excavation for structures in ordinary soil (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material) Manual means.
Sand filling in foundation trenches as per Drawing and Technical specification clauses 305.3.9
Providing concrete for plain/rainforced concrete in open foundation complete as per drawing and technical specification clauses 802, 1202, & 1203. (PCC M10)
Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications. Clauses 702, 704, 1202,& 1203.
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.Clauses 702, 704, 1202,& 1203.
Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and technical specification. Clauses 614, 709, 1204.3.7
Pointing with cement mortar (1:3) on brickwork in substructure as per Technical specifications Clauses 613.3 and 1204.
Providing PCC M-20 architectural Coping on the top of wing wall , return wall etc. complete as per drawing and technical specification clauses 615,710 and 1204.3.11.
1st Year Maintenance
2nd Year Maintenance
3rd Year Maintenance
4th Year Maintenance
5th Year Maintenance
4. HL RCC BRIDGE OVER LOCAL NALA AT CH.- 14+720 KM ON KURUMGARH SALAMI TUSHGAON TENDAR TO DEWRAGANI CHAMPATOLI ROAD
Eartwork in excavation for structures as per drawing and technical specifications Clauses 305.1 including setting out, Construction of shoring andbracing , emoval of stumps and other deleterious meterial and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable metrial. Ordinary Soil Depth upto 3m
Earthwork in excavation for structures as per drawing and technical specifications Clauses 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 Rock not requiring blasting )
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification Clauses 1204.3.8 Sandy material
Providing concrete for plain/rainforced concrete in open foundation complete as per drawing and technical specification clauses 802, 1202, & 1203. (PCC M10)
Filling Annular Space around Footing in Rock as per technical specification clause 1203.4.3. PCC Grade M15
PCC M-15 Ordinary Grade(1:2.5:5) Levelling Course below Approach Slab complete as per drawing and Technical specification Clauses 800 and 1211.
Plain/Reinforced cement concrete in Open Foundation complete as per drawing and technical specification, Clauses 802, 803, 1202 & 1203 (RCC Grade M25 using Concrete Mixer)
Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications Clauses 802, 803, 804, 805, 806, 807, 1202 and 1204. RCC Grade M25 Height Upto 5m
Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications Clauses 802, 803, 804, 805, 806, 807, 1202 and 1204. RCC Grade M25 Height 5m to 10 m
Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and technical specification. Clauses 614, 709, 1204.3.7
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5.R.C.C. Grade M 30
Reinforced Cement Concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and technical specification Clauses 800 and 1211
Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5
Supplying, fitting and fixing in position true to line and level Elastomeric bearing confirming to IRC:83 (Part-II) section IX and clause 2005 of MORTH Specifications complete including all accessories as per drawing and technical specification.
Providing drainage spout complete as per drawing and technical specification
Construction of railing of M30 grade in-situ with 20mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specificatoins. 800,900,1208.3
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification. Clauses 800, 900, 1206.3
Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications 1002,1005,1010& 1202.
Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications clauses 1002,1010, and 1202
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size toward the soil and bigger size towards the wall and providing over the entire surace behind abutment , wingwall, returnwall to the full height , compacted to firm condition complete as per drawing and technical specification Clauses 1204.3.8
Providing and laying Pitching on slopes laid over prepared filter media as per drawing and technical specifications Clauses 1302.
PMGSY Sign Board
Dewatering
Comfirmatory Boring
APPROACH ROAD PART
Clearing and Grubbing road land including Uprooting wild vegetation , grass, Bushes, Shrubs, saplings and trees of girth upto 300mm, 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 technical specification clauses 201.
Construction of Embankment with approved Material obtained from Borrow Pits with a lift upto 1.5m 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 technical specification Clauses 301.5
Compacting original ground supporting embankment . Rolling with vibratory roller
Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401) for Grading - II Material
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 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 densitygrading 2 as per technical specification clause 405. ). WBM Grading 2 By Manual Means
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 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 densitygrading 2 as per technical specification clause 405. ). WBM Grading 3 By Manual Means
Providing and applying prime coat with Bitumen emulson (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5kg/sqm using mechanical means as pper technical specification Clauses 502.
Providiing and applying Tack Coat with bitumen emulsion (RS-1)using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surface (cement concrete pavement) cleaned with Hydraulic broom as per tenchnical specification Clauses 503.
Open - Graded Premix Surfacing (Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6mm 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 tenchnical specification Clauses 508.) Bitumen (S-65)
Seal Coat - Providing , laying and rolling of close-graded permix surfacing meterial of 20 mm thick , composed of 11.2 mm to 0.9 mm (Type A) or 13.2 mm to 0.9 mm (Type B) aggregates using penetration grade bitumen to requried 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 8-10 kN static roller and finishing to requried level and grades as per tenchnical specifucation Clauses 509.Bitumen (S-65)
Providing and laying Pitching on slopes laid over prepared filter media as per drawing and technical specifications Clauses 1302.
GUARD WALL PART
Excavation for structures in ordinary soil (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material) Manual means.
Sand filling in foundation trenches as per Drawing and Technical specification clauses 305.3.9
Providing concrete for plain/rainforced concrete in open foundation complete as per drawing and technical specification clauses 802, 1202, & 1203. (PCC M10)
Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications. Clauses 702, 704, 1202,& 1203.
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.Clauses 702, 704, 1202,& 1203.
Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and technical specification. Clauses 614, 709, 1204.3.7
Pointing with cement mortar (1:3) on brickwork in substructure as per Technical specifications Clauses 613.3 and 1204.
Providing PCC M-20 architectural Coping on the top of wing wall , return wall etc. complete as per drawing and technical specification clauses 615,710 and 1204.3.11.
1st Year Maintenance
2nd Year Maintenance
3rd Year Maintenance
4th Year Maintenance
5th Year Maintenance
5. HL RCC BRIDGE OVER LOCAL NALA AT CH.- 15+550 KM ON KURUMGARH SALAMI TUSHGAON TENDAR TO DEWRAGANI CHAMPATOLI ROAD
Eartwork in excavation for structures as per drawing and technical specifications Clauses 305.1 including setting out, Construction of shoring andbracing , emoval of stumps and other deleterious meterial and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable metrial. Ordinary Soil Depth upto 3m
Eartwork in excavation for structures as per drawing and technical specifications Clauses 305.1 including setting out, Construction of shoring andbracing , emoval of stumps and other deleterious meterial and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable metrial. Ordinary Soil Depth between 3m to 6m
Earthwork in excavation for structures as per drawing and technical specifications Clauses 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 Rock not requiring blasting )
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification Clauses 1204.3.8 Sandy material
Providing concrete for plain/rainforced concrete in open foundation complete as per drawing and technical specification clauses 802, 1202, & 1203. (PCC M10)
Filling Annular Space around Footing in Rock as per technical specification clause 1203.4.3. PCC Grade M15
PCC M-15 Ordinary Grade(1:2.5:5) Levelling Course below Approach Slab complete as per drawing and Technical specification Clauses 800 and 1211.
Plain/Reinforced cement concrete in Open Foundation complete as per drawing and technical specification, Clauses 802, 803, 1202 & 1203 (RCC Grade M25 using Concrete Mixer)
Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications Clauses 802, 803, 804, 805, 806, 807, 1202 and 1204. RCC Grade M25 Height Upto 5m
Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications Clauses 802, 803, 804, 805, 806, 807, 1202 and 1204. RCC Grade M25 Height 5m to 10 m
Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and technical specification. Clauses 614, 709, 1204.3.7
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5.R.C.C. Grade M 30
Reinforced Cement Concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and technical specification Clauses 800 and 1211
Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5
Supplying, fitting and fixing in position true to line and level Elastomeric bearing confirming to IRC:83 (Part-II) section IX and clause 2005 of MORTH Specifications complete including all accessories as per drawing and technical specification.
Providing drainage spout complete as per drawing and technical specification
Construction of railing of M30 grade in-situ with 20mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specificatoins. 800,900,1208.3
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification. Clauses 800, 900, 1206.3
Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications 1002,1005,1010& 1202.
Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications clauses 1002,1010, and 1202
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size toward the soil and bigger size towards the wall and providing over the entire surace behind abutment , wingwall, returnwall to the full height , compacted to firm condition complete as per drawing and technical specification Clauses 1204.3.8
Providing and laying Pitching on slopes laid over prepared filter media as per drawing and technical specifications Clauses 1302.
PMGSY Sign Board
Dewatering
Comfirmatory Boring
APPROACH ROAD PART
Clearing and Grubbing road land including Uprooting wild vegetation , grass, Bushes, Shrubs, saplings and trees of girth upto 300mm, 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 technical specification clauses 201.
Construction of Embankment with approved Material obtained from Borrow Pits with a lift upto 1.5m 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 technical specification Clauses 301.5
Compacting original ground supporting embankment . Rolling with vibratory roller
Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401) for Grading - II Material
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 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 densitygrading 2 as per technical specification clause 405. ). WBM Grading 2 By Manual Means
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 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 densitygrading 2 as per technical specification clause 405. ). WBM Grading 3 By Manual Means
Providing and applying prime coat with Bitumen emulson (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5kg/sqm using mechanical means as pper technical specification Clauses 502.
Providiing and applying Tack Coat with bitumen emulsion (RS-1)using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surface (cement concrete pavement) cleaned with Hydraulic broom as per tenchnical specification Clauses 503.
Open - Graded Premix Surfacing (Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6mm 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 tenchnical specification Clauses 508.) Bitumen (S-65)
Seal Coat - Providing , laying and rolling of close-graded permix surfacing meterial of 20 mm thick , composed of 11.2 mm to 0.9 mm (Type A) or 13.2 mm to 0.9 mm (Type B) aggregates using penetration grade bitumen to requried 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 8-10 kN static roller and finishing to requried level and grades as per tenchnical specifucation Clauses 509.Bitumen (S-65)
Providing and laying Pitching on slopes laid over prepared filter media as per drawing and technical specifications Clauses 1302.
GUARD WALL PART
Excavation for structures in ordinary soil (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material) Manual means.
Sand filling in foundation trenches as per Drawing and Technical specification clauses 305.3.9
Providing concrete for plain/rainforced concrete in open foundation complete as per drawing and technical specification clauses 802, 1202, & 1203. (PCC M10)
Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications. Clauses 702, 704, 1202,& 1203.
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.Clauses 702, 704, 1202,& 1203.
Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and technical specification. Clauses 614, 709, 1204.3.7
Pointing with cement mortar (1:3) on brickwork in substructure as per Technical specifications Clauses 613.3 and 1204.
Providing PCC M-20 architectural Coping on the top of wing wall , return wall etc. complete as per drawing and technical specification clauses 615,710 and 1204.3.11.
1st Year Maintenance
2nd Year Maintenance
3rd Year Maintenance
4th Year Maintenance
5th Year Maintenance
6. HL RCC BRIDGE OVER LOCAL NALA AT CH.- 19+600 KM ON KURUMGARH SALAMI TUSHGAON TENDAR TO DEWRAGANI CHAMPATOLI ROAD
Eartwork in excavation for structures as per drawing and technical specifications Clauses 305.1 including setting out, Construction of shoring andbracing , emoval of stumps and other deleterious meterial and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable metrial. Ordinary Soil Depth upto 3m
Eartwork in excavation for structures as per drawing and technical specifications Clauses 305.1 including setting out, Construction of shoring andbracing , emoval of stumps and other deleterious meterial and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable metrial. Ordinary Soil Depth between 3m to 6m
Earthwork in excavation for structures as per drawing and technical specifications Clauses 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 Rock not requiring blasting )
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification Clauses 1204.3.8 Sandy material
Providing concrete for plain/rainforced concrete in open foundation complete as per drawing and technical specification clauses 802, 1202, & 1203. (PCC M10)
Filling Annular Space around Footing in Rock as per technical specification clause 1203.4.3. PCC Grade M15
PCC M-15 Ordinary Grade(1:2.5:5) Levelling Course below Approach Slab complete as per drawing and Technical specification Clauses 800 and 1211.
Plain/Reinforced cement concrete in Open Foundation complete as per drawing and technical specification, Clauses 802, 803, 1202 & 1203 (RCC Grade M25 using Concrete Mixer)
Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications Clauses 802, 803, 804, 805, 806, 807, 1202 and 1204. RCC Grade M25 Height Upto 5m
Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications Clauses 802, 803, 804, 805, 806, 807, 1202 and 1204. RCC Grade M25 Height 5m to 10 m
Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and technical specification. Clauses 614, 709, 1204.3.7
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5.R.C.C. Grade M 30
Reinforced Cement Concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and technical specification Clauses 800 and 1211
Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5
Supplying, fitting and fixing in position true to line and level Elastomeric bearing confirming to IRC:83 (Part-II) section IX and clause 2005 of MORTH Specifications complete including all accessories as per drawing and technical specification.
Providing drainage spout complete as per drawing and technical specification
Construction of railing of M30 grade in-situ with 20mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specificatoins. 800,900,1208.3
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification. Clauses 800, 900, 1206.3
Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications 1002,1005,1010& 1202.
Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications clauses 1002,1010, and 1202
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size toward the soil and bigger size towards the wall and providing over the entire surace behind abutment , wingwall, returnwall to the full height , compacted to firm condition complete as per drawing and technical specification Clauses 1204.3.8
Providing and laying Pitching on slopes laid over prepared filter media as per drawing and technical specifications Clauses 1302.
PMGSY Sign Board
Dewatering
Comfirmatory Boring
APPROACH ROAD PART
Clearing and Grubbing road land including Uprooting wild vegetation , grass, Bushes, Shrubs, saplings and trees of girth upto 300mm, 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 technical specification clauses 201.
Construction of Embankment with approved Material obtained from Borrow Pits with a lift upto 1.5m 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 technical specification Clauses 301.5
Compacting original ground supporting embankment . Rolling with vibratory roller
Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401) for Grading - II Material
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 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 densitygrading 2 as per technical specification clause 405. ). WBM Grading 2 By Manual Means
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 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 densitygrading 2 as per technical specification clause 405. ). WBM Grading 3 By Manual Means
Providing and applying prime coat with Bitumen emulson (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5kg/sqm using mechanical means as pper technical specification Clauses 502.
Providiing and applying Tack Coat with bitumen emulsion (RS-1)using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surface (cement concrete pavement) cleaned with Hydraulic broom as per tenchnical specification Clauses 503.
Open - Graded Premix Surfacing (Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6mm 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 tenchnical specification Clauses 508.) Bitumen (S-65)
Seal Coat - Providing , laying and rolling of close-graded permix surfacing meterial of 20 mm thick , composed of 11.2 mm to 0.9 mm (Type A) or 13.2 mm to 0.9 mm (Type B) aggregates using penetration grade bitumen to requried 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 8-10 kN static roller and finishing to requried level and grades as per tenchnical specifucation Clauses 509.Bitumen (S-65)
Providing and laying Pitching on slopes laid over prepared filter media as per drawing and technical specifications Clauses 1302.
GUARD WALL PART
Excavation for structures in ordinary soil (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material) Manual means.
Sand filling in foundation trenches as per Drawing and Technical specification clauses 305.3.9
Providing concrete for plain/rainforced concrete in open foundation complete as per drawing and technical specification clauses 802, 1202, & 1203. (PCC M10)
Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications. Clauses 702, 704, 1202,& 1203.
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.Clauses 702, 704, 1202,& 1203.
Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and technical specification. Clauses 614, 709, 1204.3.7
Pointing with cement mortar (1:3) on brickwork in substructure as per Technical specifications Clauses 613.3 and 1204.
Providing PCC M-20 architectural Coping on the top of wing wall , return wall etc. complete as per drawing and technical specification clauses 615,710 and 1204.3.11.
1st Year Maintenance
2nd Year Maintenance
3rd Year Maintenance
4th Year Maintenance
5th Year Maintenance
Labour Cess @ 1%
S and P Infrastructure Developers P Ltd
tech_eval.pdf
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xlsx
fin_eval.pdf
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