Working Programme for the work

Earth work in excavation in foundation for all types of structures such as retaining walls, breast walls, culvers, drains, parapets and other similar structures in all kinds and classification of soil, including saturated soil comprising of ordinary mix soil, ordinary rock, hard rock, chiseling/ wedging out rocks (where blasting is prohibited) complete in accordance with the lines and dimensions shown on the drawings, including setting out, construction of shoring, bracing, removal of stumps and other deleterious materials and disposal of excavated material upto any leads and lifts including dressing of sides and bottom and obstructions necessary for placing the foundations, trimming, leveling ramming and watering bottom of excavation and backfilling in trenches with excavated suitable approved materials to the original surface in layers not exceeding 15cm (fifteen centimeter) compacted thickness including shoring and strutting and pumping or bailing out water (surface and sub-soil water) up to any depth and any quantum of water and cleaning of slush which may arise out during dewatering complete as per drawing and MORD Technical Specification clause 305.1 and as per the direction and the entire satisfaction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government, but excluding GST.( Quantity should be executed as per scope in each road (i) Kundlihar to Kariyara road in Km 0/0 to 1/800 (SH:- Construction of Cement concrete pavement at RD. 0/850 to 0/880, 1/00 to 1/065, 1/600to 1/680, V-shape drain at RD.0/150 to 0/445 , CC Ber,s at RD 0150 to 0/200 both side, 0/600 to 0/650 & Providing and laying Water Bound Macadam Bituminous Concrete at RD 0/050 to 0/500, 0/750 to 0/800, 1/495 to 1/535 & 1/720 to 1/825=119.25 (ii) Badhal to Beh Road Km.0/0 to 2/725 (SH:-C/o R/wall at RD. 1/400 to 1/415 & P/L 30mm thick BC at RD. 0/850 to 1/400)=27.86 (iii) Dhaliara College to Dhanotu Road Balla km. 0/00 to 2/550 (SH:- Construction of CCP at Rd. 3/020 to 3/185, V-shape drain at Rd. 0/350 to 0/470, 2/150 to 2/270 & R/wall at Rd. 0/350 to 0/360, 1/050 to 1/080, P/l BC at Rd. 0/120 to 0/320 & 0/450 to 0/830 =117.45 (iv) Talab Patta road with pully Near School Nallah in Km. 0/00 to 0/600 (SH:-Construction of Causeway at Rd. 0/090 to 0/105, Cement concrete at RD. 0/230 to 0/320 , U-shape drain at RD. 0/270 to 0/380 & Providing and Laying premix carpet at RD. 0/410 to 0/910=112.50 (v) C/o Govt. Senior Secondary School Serabari Bari Khas Dhiman Basti Harizan Basti to Dehra Jawali Raja Ka Talab road in Km 0/0 to 1/500 (SH:-Formation Cutting in Km. 0/00 to 0/090,P/L GSB, G-II, III, Primer Coat, tack Coat, Premix Carpet and Seal Coat at RD.1/400 to 1/450,C/o R/wall at RD. 1/410 to 1/419 & C/o U-shape drain at various RD's 0/500 to 0/614.85 =60.09

Excavation in hilly area in all heights and depths and in all kind of soil by manual/ mechanical means including saturated soil comprising of ordinary soil, soft rock, hard rock, chiseling, wedging out of rock (where blasting is prohibited) and their intermediate classification of soil, setting out true to the required lines, grades, cutting and trimming of side slopes and level as shown in the drawing and as directed by the engineer-in-charge at site according to the MORD technical specification section 300 and 1600 and sorting out useful materials and stacking the same in all leads and lifts in acquired width of road and transportation of useful material for filling in road ways, camber, embankments for grade improvements and disposal of all surplus material to the approved dumping sites through all modes of transportation including head load or animal transport or mechanical means along with its leveling, fine dressing and carriage of machineries, materials, tools, equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour if required. All useful material such as stones shungle, aggregate and slates etcetra shall be sorted out and stacked in proper stack. Recovery of useful stone to the tune of 51.07 cum ( one hundred ninety four decimal nine three cubic metres) quantity at the rate of 300/-(Rupees Three hundred) per cubic metre shall be effected from the contractor's running bills on pro-rata basis as per actual quantity executed. Any loss to the public, private / property during the course of execution shall be the absolute responsibility of the contractor, which shall have to be compensated by him in all cases including carriage of matereials within all leads , lifts and other incidentals The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government, but excluding GST.( Quantity should be executed as per scope in each road ) C/o Govt. Senior Secondary School Serabari Bari Khas Dhiman Basti Harizan Basti to Dehra Jawali Raja Ka Talab road in Km 0/0 to 1/500 (SH:-Formation Cutting in Km. 0/00 to 0/090,P/L GSB, G-II, III, Primer Coat, tack Coat, Premix Carpet and Seal Coat at RD.1/400 to 1/450,C/o R/wall at RD. 1/410 to 1/419 & C/o U-shape drain at various RD's 0/500 to 0/614.85 =348.19

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 etcetera as per drawing and MORD technical specification as clause 1106 complete and as per the direction and the entire satisfaction of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government, but excluding GST.( Quantity should be executed as per scope in each road ) C/o Govt. Senior Secondary School Serabari Bari Khas Dhiman Basti Harizan Basti to Dehra Jawali Raja Ka Talab road in Km 0/0 to 1/500 (SH:-Formation Cutting in Km. 0/00 to 0/090,P/L GSB, G-II, III, Primer Coat, tack Coat, Premix Carpet and Seal Coat at RD.1/400 to 1/450,C/o R/wall at RD. 1/410 to 1/419 & C/o U-shape drain at various RD's 0/500 to 0/614.85 =174.82

P/L Gravel/Granular sub base/base 125mm (one hundred twenty five millimeter) compacted thickness by providing well graded material of nominal maximum size 80mm (eighty millimeter) Type ‘A’ conforming to table 2.3 of IRC- SP-77 -2008 and spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with tractor mount appropriate rotavator at OMC and compacting with three wheel 80-100 (Eighty–Hundred) kN static roller to achieve the desired density, complete as per MORD Technical specification clause 401 and as per the direction and entire satisfaction of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government, but excluding GST.( Quantity should be executed as per scope in each road C/o Govt. Senior Secondary School Serabari Bari Khas Dhiman Basti Harizan Basti to Dehra Jawali Raja Ka Talab road in Km 0/0 to 1/500 (SH:-Formation Cutting in Km. 0/00 to 0/090,P/L GSB, G-II, III, Primer Coat, tack Coat, Premix Carpet and Seal Coat at RD.1/400 to 1/450,C/o R/wall at RD. 1/410 to 1/419 & C/o U-shape drain at various RD's 0/500 to 0/614.85 =251.08 (ii ) Diara to Bara road in Km 0/0 to 2/750 (SH:- Providing and laying GSB, G-II at RD 1/000 to 1/285, G-III at RD 0/750 to 0/820, 1/000 to 1/285, 2/000 to 2/750 & P/L 20mm thick premix carpet from RD 0/750 to 0/820, 1/000 to 1/285, 2/000 to 2/750=94.05

Providing and laying mechanically mixed and vibrated cement concrete 1:4:8 (one cement isto four sand isto eight graded crushed stone aggregate 40mm (forty millimeter) nominal size) for plain cement concrete, in or under water in open foundation for all types of structures, including pumping or bailing out water/ dewatering (surface/sub-soil water) and including removal of slush which may arise at the time of laying under water for all heights/depth and any quantum of water including cost of form work and curing complete as per drawing and MORD technical specification 802, 803, 1202 & 1203 and as per the direction and the entire satisfaction of Engineer-in-Charge, including carriage of material with in all leads lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government, but excluding GST..( Quantity should be executed as per scope in each road (i) Kundlihar to Kariyara road in Km 0/0 to 1/800 (SH:- Construction of Cement concrete pavement at RD. 0/850 to 0/880, 1/00 to 1/065, 1/600to 1/680, V-shape drain at RD.0/150 to 0/445 , CC Ber,s at RD 0150 to 0/200 both side, 0/600 to 0/650 & Providing and laying Water Bound Macadam Bituminous Concrete at RD 0/050 to 0/500, 0/750 to 0/800, 1/495 to 1/535 & 1/720 to 1/825=67.50 (ii) Badhal to Beh Road Km.0/0 to 2/725 (SH:-C/o R/wall at RD. 1/400 to 1/415 & P/L 30mm thick BC at RD. 0/850 to 1/400)=71.80(iii) Dhaliara College to Dhanotu Road Balla km. 0/00 to 2/550 (SH:- Construction of CCP at Rd. 3/020 to 3/185, V-shape drain at Rd. 0/350 to 0/470, 2/150 to 2/270 & R/wall at Rd. 0/350 to 0/360, 1/050 to 1/080, P/l BC at Rd. 0/120 to 0/320 & 0/450 to 0/830 =172.20 (iv) Talab Patta road with pully Near School Nallah in Km. 0/00 to 0/600 (SH:-Construction of Causeway at Rd. 0/090 to 0/105, Cement concrete at RD. 0/230 to 0/320 , U-shape drain at RD. 0/270 to 0/380 & Providing and Laying premix carpet at RD. 0/410 to 0/910=42.75 (v) C/o Govt. Senior Secondary School Serabari Bari Khas Dhiman Basti Harizan Basti to Dehra Jawali Raja Ka Talab road in Km 0/0 to 1/500 (SH:-Formation Cutting in Km. 0/00 to 0/090,P/L GSB, G-II, III, Primer Coat, tack Coat, Premix Carpet and Seal Coat at RD.1/400 to 1/450,C/o R/wall at RD. 1/410 to 1/419 & C/o U-shape drain at various RD's 0/500 to 0/614.85 =42.30

Providing and laying mechanically mixed and vibrated concrete for plain cement concrete, Grade M-10 (M-Ten) nominal mix 1:3:6 (one cement isto three sand isto six graded crushed stone aggregate 20mm (twenty millimeters) nominal size) in or under water in open foundation of all type of structure like Drains, etcetera including pumping or bailing out water/dewatering (surface and sub soil water) removal of the slush which may arise at the time of laying under water, for all heights/depths, including cost of form work complete as per drawing and MORD technical specification clause 802, 803, 1202 & 1203 or as per direction and the entire satisfaction of Engineer-in-Charge, including carriage of materials up to all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government, but excluding GST..( Quantity should be executed as per scope in each road (i) Kundlihar to Kariyara road in Km 0/0 to 1/800 (SH:- Construction of Cement concrete pavement at RD. 0/850 to 0/880, 1/00 to 1/065, 1/600to 1/680, V-shape drain at RD.0/150 to 0/445 , CC Ber,s at RD 0150 to 0/200 both side, 0/600 to 0/650 & Providing and laying Water Bound Macadam Bituminous Concrete at RD 0/050 to 0/500, 0/750 to 0/800, 1/495 to 1/535 & 1/720 to 1/825=59.25 (ii) Badhal to Beh Road Km.0/0 to 2/725 (SH:-C/o R/wall at RD. 1/400 to 1/415 & P/L 30mm thick BC at RD. 0/850 to 1/400)=36.00 (iii) Dhaliara College to Dhanotu Road Balla km. 0/00 to 2/550 (SH:- Construction of CCP at Rd. 3/020 to 3/185, V-shape drain at Rd. 0/350 to 0/470, 2/150 to 2/270 & R/wall at Rd. 0/350 to 0/360, 1/050 to 1/080, P/l BC at Rd. 0/120 to 0/320 & 0/450 to 0/830 =117.45 (iv) Talab Patta road with pully Near School Nallah in Km. 0/00 to 0/600 (SH:-Construction of Causeway at Rd. 0/090 to 0/105, Cement concrete at RD. 0/230 to 0/320 , U-shape drain at RD. 0/270 to 0/380 & Providing and Laying premix carpet at RD. 0/410 to 0/910=41.25 i(v) C/o Govt. Senior Secondary School Serabari Bari Khas Dhiman Basti Harizan Basti to Dehra Jawali Raja Ka Talab road in Km 0/0 to 1/500 (SH:-Formation Cutting in Km. 0/00 to 0/090,P/L GSB, G-II, III, Primer Coat, tack Coat, Premix Carpet and Seal Coat at RD.1/400 to 1/450,C/o R/wall at RD. 1/410 to 1/419 & C/o U-shape drain at various RD's 0/500 to 0/614.85 =26.20

Providing and laying mechanically mixed and vibrated plain/reinforced cement concrete Grade-M-25 (M-Twenty five) nominal mix 1:1.5:3 (One cement isto one and half sand isto three graded crushed stone aggregate 20mm (Twenty millimeter) nominal size in open foundation as per drawing and MORD technical specification clause 802, 803, 1202 and 1203 including the cost of form work and curing complete but excluding cost of reinforcement for reinforced concrete work as per satisfaction and direction of Engineer-in-Charge, including carriage of materials up to all leads, lifts. The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government, but excluding GST.( Quantity should be executed as per scope in each road (i) Kundlihar to Kariyara road in Km 0/0 to 1/800 (SH:- Construction of Cement concrete pavement at RD. 0/850 to 0/880, 1/00 to 1/065, 1/600to 1/680, V-shape drain at RD.0/150 to 0/445 , CC Ber,s at RD 0150 to 0/200 both side, 0/600 to 0/650 & Providing and laying Water Bound Macadam Bituminous Concrete at RD 0/050 to 0/500, 0/750 to 0/800, 1/495 to 1/535 & 1/720 to 1/825=78.75(ii) Dhaliara College to Dhanotu Road Balla km. 0/00 to 2/550 (SH:- Construction of CCP at Rd. 3/020 to 3/185, V-shape drain at Rd. 0/350 to 0/470, 2/150 to 2/270 & R/wall at Rd. 0/350 to 0/360, 1/050 to 1/080, P/l BC at Rd. 0/120 to 0/320 & 0/450 to 0/830 =81.68 (iii Talab Patta road with pully Near School Nallah in Km. 0/00 to 0/600 (SH:-Construction of Causeway at Rd. 0/090 to 0/105, Cement concrete at RD. 0/230 to 0/320 , U-shape drain at RD. 0/270 to 0/380 & Providing and Laying premix carpet at RD. 0/410 to 0/910=58.50

Providing laying, spreading by manual/mechanically means and compacting to 75mm (seventy five millimeter) compacted thickness, crushed stone aggregates of Grading-II, 63mm to 45mm (sixty three millimeter to forty five millimeter) nominal size to water bound macadam specification including spreading in uniform thickness using templates, hand packing rolling with three wheeled roller 80-100 (eighty to hundred) kN static weight in stages to proper grade and camber including applying and brooming crushable screening such as moorum or gravel for Grading-II at the rate of 0.22 (zero point two two) cubic meter per 10 Sqm. (ten square meter) of road surface to fill up the interstices of coarse aggregate, watering and compacting to the required density as per MORD Technical specification clause 405 and as per direction and satisfaction of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government, but excluding GST..( Quantity should be executed as per scope in each road C/o Govt. Senior Secondary School Serabari Bari Khas Dhiman Basti Harizan Basti to Dehra Jawali Raja Ka Talab road in Km 0/0 to 1/500 (SH:-Formation Cutting in Km. 0/00 to 0/090,P/L GSB, G-II, III, Primer Coat, tack Coat, Premix Carpet and Seal Coat at RD.1/400 to 1/450,C/o R/wall at RD. 1/410 to 1/419 & C/o U-shape drain at various RD's 0/500 to 0/614.85 =98.38 (ii ) Diara to Bara road in Km 0/0 to 2/750 (SH:- Providing and laying GSB, G-II at RD 1/000 to 1/285, G-III at RD 0/750 to 0/820, 1/000 to 1/285, 2/000 to 2/750 & P/L 20mm thick premix carpet from RD 0/750 to 0/820, 1/000 to 1/285, 2/000 to 2/750=69.57

Providing laying, spreading by mechanically means and compacting to 75mm (seventy five millimeter) compacted thickness, stone aggregates of Grading-III, 53mm to 22.4mm (fifty three to twenty two point four millimeter) size to water bound macadam specification including spreading in uniform thickness, using template, hand packing motor grader, rolling with smooth three wheeled roller 80-100 (eighty to hundred) kN static weight in stages to proper grade and camber including applying and brooming stone screening type-B of size 11.2mm (eleven point two millimeter) nominal size at the rate of 0.18cum (zero point one eight cubic meter) per ten square meter to fill up the interstices of coarse aggregate, watering and compacting to the required density as per MORD Technical specification section 400 and as per entire satisfaction and direction of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government, but excluding GST.( Quantity should be executed as per scope in each road (i) Kundlihar to Kariyara road in Km 0/0 to 1/800 (SH:- Construction of Cement concrete pavement at RD. 0/850 to 0/880, 1/00 to 1/065, 1/600to 1/680, V-shape drain at RD.0/150 to 0/445 , CC Ber,s at RD 0150 to 0/200 both side, 0/600 to 0/650 & Providing and laying Water Bound Macadam Bituminous Concrete at RD 0/050 to 0/500, 0/750 to 0/800, 1/495 to 1/535 & 1/720 to 1/825=152.38 (ii) Dhaliara College to Dhanotu Road Balla km. 0/00 to 2/550 (SH:- Construction of CCP at Rd. 3/020 to 3/185, V-shape drain at Rd. 0/350 to 0/470, 2/150 to 2/270 & R/wall at Rd. 0/350 to 0/360, 1/050 to 1/080, P/l BC at Rd. 0/120 to 0/320 & 0/450 to 0/830 =30.15 (iii) Talab Patta road with pully Near School Nallah in Km. 0/00 to 0/600 (SH:-Construction of Causeway at Rd. 0/090 to 0/105, Cement concrete at RD. 0/230 to 0/320 , U-shape drain at RD. 0/270 to 0/380 & Providing and Laying premix carpet at RD. 0/410 to 0/910=126.00 (iv) C/o Govt. Senior Secondary School Serabari Bari Khas Dhiman Basti Harizan Basti to Dehra Jawali Raja Ka Talab road in Km 0/0 to 1/500 (SH:-Formation Cutting in Km. 0/00 to 0/090,P/L GSB, G-II, III, Primer Coat, tack Coat, Premix Carpet and Seal Coat at RD.1/400 to 1/450,C/o R/wall at RD. 1/410 to 1/419 & C/o U-shape drain at various RD's 0/500 to 0/614.85 =98.38 (v) Diara to Bara road in Km 0/0 to 2/750 (SH:- Providing and laying GSB, G-II at RD 1/000 to 1/285, G-III at RD 0/750 to 0/820, 1/000 to 1/285, 2/000 to 2/750 & P/L 20mm thick premix carpet from RD 0/750 to 0/820, 1/000 to 1/285, 2/000 to 2/750=78.73

Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of road surface with hydraulic brooms and spraying primer with bitumen emulsion pressure distributor at the rate of 0.70-1.0 kg (zero point seven zero- one point zero kilogramme) per square meter as per MORD Technical specification section 502 as per the entire satisfaction and direction of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals.The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government, but excluding GST.( Quantity should be executed as per scope in each road (i) Kundlihar to Kariyara road in Km 0/0 to 1/800 (SH:- Construction of Cement concrete pavement at RD. 0/850 to 0/880, 1/00 to 1/065, 1/600to 1/680, V-shape drain at RD.0/150 to 0/445 , CC Ber,s at RD 0150 to 0/200 both side, 0/600 to 0/650 & Providing and laying Water Bound Macadam Bituminous Concrete at RD 0/050 to 0/500, 0/750 to 0/800, 1/495 to 1/535 & 1/720 to 1/825=2031.75 (ii) Dhaliara College to Dhanotu Road Balla km. 0/00 to 2/550 (SH:- Construction of CCP at Rd. 3/020 to 3/185, V-shape drain at Rd. 0/350 to 0/470, 2/150 to 2/270 & R/wall at Rd. 0/350 to 0/360, 1/050 to 1/080, P/l BC at Rd. 0/120 to 0/320 & 0/450 to 0/830 =401.94 (iii) Talab Patta road with pully Near School Nallah in Km. 0/00 to 0/600 (SH:-Construction of Causeway at Rd. 0/090 to 0/105, Cement concrete at RD. 0/230 to 0/320 , U-shape drain at RD. 0/270 to 0/380 & Providing and Laying premix carpet at RD. 0/410 to 0/910=1680.00 (iv) C/o Govt. Senior Secondary School Serabari Bari Khas Dhiman Basti Harizan Basti to Dehra Jawali Raja Ka Talab road in Km 0/0 to 1/500 (SH:-Formation Cutting in Km. 0/00 to 0/090,P/L GSB, G-II, III, Primer Coat, tack Coat, Premix Carpet and Seal Coat at RD.1/400 to 1/450,C/o R/wall at RD. 1/410 to 1/419 & C/o U-shape drain at various RD's 0/500 to 0/614.85 =1270.75 (v ) Diara to Bara road in Km 0/0 to 2/750 (SH:- Providing and laying GSB, G-II at RD 1/000 to 1/285, G-III at RD 0/750 to 0/820, 1/000 to 1/285, 2/000 to 2/750 & P/L 20mm thick premix carpet from RD 0/750 to 0/820, 1/000 to 1/285, 2/000 to 2/750=3314.58