Balance work of improvement and M/T of link road to village Thangi Km. 0/00 to 3/750(SH- ROFD including R/ Wall and B/ Wall, C.D. works, Providing and laying WBM grade-1, G-,III Premix Carpet, Construction of Parapets, Construction of road side

Amount

Earth work in excavation for all types of road structures such as retaining walls, breast walls, culverts, drains and parapets etc. in all types of classification of soil comprising of ordinary soil, ordinary rocks, hard rocks, chiseling/wedging out of rocks(where blasting is prohibited) as per drawing and MORD technical specification clause 305,1 ,1104 and 1506,1 and as per direction of the Engineer-In-charge including shutting out construction of shorting and bracing, removal of stamps and other deleterious materials and disposal of materials upto all leads and lifts including dressing off side and bottom and hack filling in trances with excavated suitable approved materials to the original surface in layers not exceeding 150mm(one hundred fifty millimeter) compacted thickness including starting and strutting and pumping and bailing out water(surface and sub soil water) upto all depth and any quantum of water including cleaning of blush which may anse out during dewatering as per direction of the Engineer-in-charge including damaged of materials through all modes of transportations with in all leads and lifts and other materials, including carriage of materials through all modes of transportation with in all leads and lifts and as per direction of the Engineer-in-charge .

Providing and laying cement concrete grade M-10(ten) nominal mix 1:3:6(one cement three and six graded crushed stone aggregate 40mm(forty millimeter) nominal size concrete for plain reinforced concrete in open foundation complete including form work as per drawing and technical specification clause 802, 803, 1202 & 1203 and as per direction of the Engineer-In-charge, including damaged of materials through all modes of transportation all leads and lifts and other incidentals, including carriage of materials through all modes of transportation with in all leads and lifts and as per direction of the Engineer-in-charge .

Providing and laying concrete 1:6:12 nominal mix(one cement six sand and twelve graded crushed stone aggregate 40mm(forty Millimeter) nominal size) for reinforced concrete in open foundation complete as per drawing and MORD technical specification clause 802, 803,1202&1203 including carraige of materials through all modes of transportation with in all leads and lifts and as per direction of the Engineer-in-charge .

Providing and laying concrete for plain reinforced concrete 1:4:8 (one cement four sand and eight graded crushed stone aggregate 25mm(twenty five Millimeter) nominal size) in open foundation concrete complete as per drawing and MORD technical specification clause 802, 803,1202&1203 including carriage of materials through all modes of transportation with in all leads and lifts as per PWD specification and as per direction of the Engineer-in-charge.

Providing and laying concrete for plain reinforced concrete 1:4:8 (one cement four sand and eight graded crushed stone aggregate 40mm(forty Millimeter) nominal size) in open foundation concrete complete as per drawing and MORD technical specification clause 802, 803,1202&1203 including carriage of materials through all modes of transportation with in all leads and lifts as per PWD specification and as per direction of the Engineer-in-charge.

Stone masonry work in cement mortar 1:6(one cement six sand )in coursed with hard stone of approved quality in top masonry RCC (reinforcement Cement concrete) culvert complete as per drawing technical specification clause 702,704,1202 & 1203 including carriage of materials through all modes of transportation with in all leads and lifts as per PWD specification and as per direction of the Engineer-in-charge Coursed rubble masonry (1st sort), including carriage of materials through all modes of transportation with in all leads and lifts as per PWD specification and as per direction of the Engineer-in-charge.

Back filling behind abutment wing wall and return wall and retaining wall with granular materials complete as per drawings and technical specification clause 1204 ,3,8, including carriage of material through all modes transportation with in all leads and lifts as per direction of the Engineer-In-Charge

Stone masonry work in cement mortar 1:4(one cement four sand ) complete as per technical specification clause 702,704,1202& 1203 including carriage of materials through all modes of transportation with in all leads and lifts as per PWD specification and as per direction of the Engineer-in-charge.

Stone masonry work in cement mortar 1:5(one cement five sand ) complete as per drawing technical specification clause 702,704,1202 & 1203 including carriage of materials through all modes of transportation with in all leads and lifts as per PWD specification and as per direction of the Engineer-in-charge Coursed rubble masonry (1st sort), including carriage of materials through all modes of transportation with in all leads and lifts as per PWD specification and as per direction of the Engineer-in-charge.

Providing and laying flooring paid over cement concrete bedding of rubble stone paid in cement mortar 1:3 (one cement three sand) complete as per drawing technical specification clause 1303, including carriage of materials through all modes of transportation with in all leads and lifts and as per direction of the Engineer-In-Charge.

Pointing with cement mortar 1:3(one cement Three sand ) on coursed rubble masonry concrete as per drawings and technical specification clause and 1204 and as per the direction of the Engineer-In-Charge including carriage of materials through all modes of transportation with in all leads and lifts and other incidental, including carriage of materials through all modes of transportation with in all leads and lifts as per PWD specification and as per direction of the Engineer-in-charge.

Providing and laying reinforced cement concrete Pipe NP-2 (two) 900mm dia (nine Hundred millimeter) dia for converts on first class bedding of granular material in single row including fixing collar with cement mortar 1 : 2 (one cement two sand) but excluding excavation protection work, back filling, concrete and masonry work in head walls and parapets clause 1008 and as per direction of Engineer-in-Charge including carriage of materials through all modes of transportation with in all leads and lifts and other incidentals, including carriage of materials through all modes of transportation with in all leads and lifts as per PWD specification and as per direction of the Engineer-in-charge.

Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted meet requirement of table 300.2 with lead upto 1000m (one thousand meter)as per technical specification Clause 303.1 including carriage of materials through all modes of transportation with in all leads and lifts and as per direction of the Engineer-in-charge.

Preparation of sub grade by dressing to camber earth work for the cutting involved for sub grade to the paid for separately depending upon the classification of soil completed as per HP PWD specification and as per direction of Engineer-In-Charge with in all leads and lifts and other incidentals, including carriage of materials through all modes of transportation with in all leads and lifts and as per direction of the Engineer-in-charge .

Consolidation of sub grade with road roller including making good the undulations etc. with earth or quarry soil etc and rerolling the sub grade completed as per HPPWD specification and as per direction of Engineer-In-Charge with in all leads and lifts and other incidentals, including carriage of materials through all modes of transportation with in all leads and lifts and as per direction of the Engineer-in-charge .

Providing laying spreading and compacting stone aggregates of specific size 90mm (ninety millimeter) grading-1 100mm(one hundred millimeter) consolidated thick to water bound macadam specification including spreading n uniform thickness using template, hand packing, rolling with three wheel 80-100 KN(eighty to one hundred killonewton) static roller in stages to proper grade and camber applying and brooming stone screening Type-B of size 13.2mm(thirteen point two millimeter) nominal size at the rate 0.06 cum(zero point zero six cubic meter) per 10 (ten) square meter and to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per MORD Technical specification clause 405. By mechanical means and as per the direction of the Engineer-In-Charge including carriage of materials through all modes of transportation with in all leads and lifts and other incidental, including carriage of materials through all modes of transportation with in all leads and lifts and as per direction of the Engineer-in-charge .

Providing laying spreading and compacting stone aggregates of specific size 63mm to 45mm (Sixty three millimeter to forty five millimeter ) grading-II 75mm(Seventy five millimeter) consolidated thick to water bound macadam specification including spreading n uniform thickness using template, hand packing, rolling with three wheel 80-100 KN(eighty to one hundred killo newton) static roller in stages to proper grade and camber applying and brooming stone screening Type-B of size 11.2mm(Eleven point two millimeter) nominal size at the rate 0.20 cum(zero point Twenty cubic meter)and banding material at the rate 0.06 Cum(zero point zero six cubic meter) per 10 (ten) square meter and to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per MORD Technical specification clause 405 By mechanical means and as per the direction of the Engineer-In-Charge including carriage of materials through all modes of transportation with in all leads and lifts and other incidental.

Providing laying spreading and compacting stone aggregates of specific size 53mm to 22.4mm (fifty three millimeter to twenty two point four millimeter) consolidated thick to water bound macadam specification including spreading in uniform thickness, using template, hand packing rolling with three wheel 80 to 100 N (Eighty to hundred Kilo Newton) static roller in stages to proper grade and camber, applying and bromming stone screening type-B of size 11.2mm (eleven point two millimeter) nominal size at rate 0.18 cum(zero point eighteen cubic meter) and binding materials at the rate 0.06 cum( zero point zero six cubic meter) per 10 (ten) square meter and to fill up the interstices of course aggregate watering and compacting to the required density as per required MORD Technical Specification Clause 405 by mechanical means and as per the direction of the Engineer-in-charge including carriage of materials through all modes of transportation with in all leads and lifts and other incidentals, including carriage of materials through all modes of transportation with in all leads and lifts and as per direction of the Engineer-in-charge .

Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning the road surface with hydraulic broom and spraying primer at the rate of 0.85 Kg(Zero point eighty five Killogram )per square meter using mechanical means as per MORD Technical Specification Clause 405 by mechanical means and as per the direction of the Engineer-in-charge including carriage of materials through all modes of transportation with in all leads and lifts and other incidentals, including carriage of materials through all modes of transportation with in all leads and lifts and as per direction of the Engineer-in-charge .

Providing and fixing tack coat with Bitumen emulsion (RS-1) using emulsion distributer at the rate of 0.275Kg(zero point two seven five killogram) per square meter on the granular surface and cleaned with hydraulic broom as per MORD Technical Specification Clause 503 by mechanical means and as per the direction of the Engineer-in-charge including carriage of materials through all modes of transportation with in all leads and lifts and other incidentals, including carraige of materials through all modes of transportation with in all leads and lifts and as per direction of the Engineer-in-charge .

Providing laying and rolling of open graded premix carpet of 20mm (twenty millimeter) compacted thickness composed of 13.2mm to 5.6 mm(thirteen point two millimeter to dive point six millimeter) course stone aggregates at the ratio 0.27 cum(zero point twenty seven cubic meter) mixed with 14.6 Kg(fourteen point six killogram) per 10 (Ten) Square meter bitumen VG-10 (viscosting grade ten)to required line, grade and level to more as wearing course on a previously prepared base including mixing and heating bender and aggregate in a suitable not mix plant 30/40(thirty obliq Forty) Tonne per hour capacity transporting mixed material and laying with paver finisher and rolling with a free wheel 80-100 KN(eighty to one hundred killo netwon) capacity static roller finished to required level and grades to be followed by seal coat of Type B as per MORD Technical Specification Clause 503 by mechanical means and as per the direction of the Engineer-in-charge including carriage of materials through all modes of transportation with in all leads and lifts and other incidentals, including carriage of materials through all modes of transportation with in all leads and lifts and as per direction of the Engineer-in-charge .

Providing and laying seal coat for sealing the voids in a bituminous surface laid to the specified levels grade and cross falls using Type Bas per MORD Technical Specification Clause 510 using VG-10 (viscosting grade ten) at the rate 6.8KG(six point eight kilogram) premixed with 0.06(Zero point zero six) cubic meter of fine aggregate per 10(ten) square meter by mechanical means and rolling with power road roller 8-10 (eight to ten)tonne capacity and as per direction of the Engineer-in-charge including carriage of materials through all modes of transportation with in all leads and lifts and other incidentals, including carriage of materials through all modes of transportation with in all leads and lifts and as per direction of the Engineer-in-charge .

Providing and fixing of retro refllctorised cautionary mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over alumminum sheeting 1.5mm(one point five millimeter ) thick supported on a G I pipe 50mm(fifty millimeter) Dia firmly fixed to the ground by means of properly designed foundation with M-15(fifteen)grade cement concrete 450mmX450mmX600mm(four hundred fifty millimeter into four hundred fifty millimeter into Six hundred millimter) 600mm(six hundred millimeter) below ground level as per drawing and technical specification clause 1701 including carriage of materials through all modes of transportation with in all leads and lifts and as per PWD specification and as per direction of the Engineer-In-Charge. 600mmX450mm(Six hundred millimeter four hundred fifty millimeter) rectangular.

Providing and fixing of retro refllctorised cautionary mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over alumminum sheeting 1.5mm(one point five millimeter ) thick supported on a mild steel angle iron post 75mmX75mmX6mm(seventy five millimeter into seventy five millimeter into six millimeter) firmly fixed to the ground by means of properly designed foundation with M-15(fifteen)grade cement concrete 450mmX450mmX600mm(four hundred fifty millimeter into four hundred fifty millimeter into Six hundred millimeter) 600mm(six hundred millimeter) below ground level as per drawing and technical specification clause 801 including carriage of materials through all modes of transportation with in all leads and lifts and as per PWD specification and as per direction of the Engineer-In-Charge. 600mm(Six hundred millimeter) equilateral triangle.

Reinforced cement concrete M-15(fifteen) grade kilometer stone of standard design as per IRC 8(eight) fixing in Position including painting and printing etcetera as as per drawing and technical specification clause 1703 including carriage of materials through all modes of transportation with in all leads and lifts and as per PWD specification and as per direction of the Engineer-In-Charge

5km (five kilometer) stone

Ordinary kilometer stone

200meter (two hundred) stone(pre cast)