C/O Link road from Village Lanjhani to Village Nargeta km.0/0 to 1/885 in Distt. Kangra (HP) under NABARD RIDF-XXVI

Amount

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 rock (where blasting is prohibited) and their intermediate classification of soil, setting out true to the required lines, grades, width cutting and trimming of side slopes and level as shown in the drawing and as directed by Engineer-in-Charge at site according to the MORD technical specification section 300 and 1600 and sorting out useful materials and stacking the same with in all leads and lifts in acquired width of road and transporation of unuseful 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 transportations 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 other incidentals, necessary to complete the work by mechanical means /labour if required. All useful material such as stones shingle, aggregate and slates etectra shall be sorted out and stacked in proper stack. Recovery of stone to the tune of4208.77 Cubic metre quantity at the rate of Rs.300/-(Rupees Three hundred) only per cubic metre shall be effected from the contractors 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. The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.

Construction of embankment with approved materials obtained from borrow pits cutting and excavation from drains and foundation of all other structure or other source graded and compacted in 200mm (Two hundred milimetre) thickness with three Wheel Roller 80-100 (eighty- hundred) kN static weight roller to meet the requirement of tables 300.1 and 300.2 as per MORD technical specification, section 300 and 1600 and as per direction of the Engineer-in-Charge including carriage of materials within all leads, lifts and other incidental. The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.

Earth work in excavaxtion for all type of road structure such as retaining walls, breast walls, culverts, drains and parapets etcetera in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock, chiseling/ wedging out rocks (where blasting is prohibited) as per drawings and MORD technical specification section 300 and 1600 and as per direction of the Engineer-in-Charge including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal of materials upto any lead and lift including dressing of sides and bottom and back filling in trenches with excavated suitable approved material to the original surface in layers not exceeding 150mm (One hundred fifty millimetres) compacted thickness including shoring and strutting and pumping and bailing out water (surface and sub soil water) upto any depth and any quantam of water including cleaning of slush which any arrise out during dewatering as per direction of the Engineer-in-Charge, including carriage of materials within all leads, lifts and other incidental. Rate is including octroi, royality, malkana, toll tax, GST and other taxes imposed by the Government.

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 milimetre) nominal size on ground or complete including pumping or bailing out water, dewatering removal of slush as required at site which may arise at the time of laying concrete under water complete for all heights/depths in retaining wall and breast wall etcera as per drawing and M.O.R.D. Technical Specification section 800, 900 and 1200 including the cost of form work and curring complete as per the direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentials. The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.

Back filling with granular material behind abutments, return walls, wing walls and retaining walls complete as per drawing and M.O.R.D. Technical specification section 1200 and 1400, including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.

Providing and laying 100mm (One hundred milimetre) diametre Poly Vinyl chloride pipe weep holes in brick masonry/stone masonry/plain reinforced concrete abutment, wing walls, return wall and retaining walls/breast walls etcetra extending through the full width of the structure with slope of 1(V):20(H) (One vertical isto twenty horizental) towards draining face complete as per drawing and MORD Technical specification section 700 and 1200, including carriage of material within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated concrete for plain cement concrete in open foundation for all type of structure complete using plain cement concrete nominal mix 1:3:6 (One cement isto Three Sand isto Six graded crushed stone aggregate 40mm (Forty milimetre) nominal size) on ground or under water and curing complete including pumping or bailing out water, dewatering including removal of slush which may arise at the time of laying concrete for all heights/ depths including the cost of form work as per drawing and MORD technical specification section 800, 900 and 1200 as per the direction of the Engineer-in-Charge including carriage of materials within all leads, lifts and other incidental. The rate is including Octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated concrete for plain cement concrete grade M-15 (M-Fifteen) in sub-structure with minimum cement contents not less then 275 kgs (Two hundred seventy five kilogram) per cubic metre graded crushed stone aggregate 40mm (Forty milimetre) nominal size) and curing complete for all heights/ depths including the cost of form work in toe wall and parapet etctra as per drawings and MORD technical specification Section 800, 900 and 1200 and as per the direction of the Engineer-in-Charge, including carriage of material within all leads, lifts and other incidental. The rate is including of octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated concrete for concrete in cradle bedding of plain cement concrete grade M-15 (M-Fifteen) with minimum cement contents not less then 275 kgs. (Two hundred seventy five kilogram) per cubic metre graded crushed stone aggregate 40mm (Forty millimetre) nominal size on ground or under water and curing complete including pumping or bailing out water, dewatering and removal of slush which may arise at the time of laying concrete complete in all height/ depth including cost of form work as per drawing and MORD specification section 800, 900 and 1100, including carriage of material within all leads, lifts and other incidental. The rate is including of octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government.

Providing and laying cement concrete block flooring grade M-15 grade nominal mix 1:2½:5 (one cement: two & half sand: five graded crushed/broken stone aggregate 40mm (forty miilimetre) nomianl size) laid over cement concrete bedding complete inclusive of its cost per drawing and MORD technical specification section 1300 and curring complete as pe direction of Engineer in charge including carriage of material with in all leads,lift and other incidential The rate including octroi,royality,Malkana,Tol tax,sale tax or other taex imposed by the Government.of materials in

Providing and laying (to level or slope) 900mm dia (Nine hundred milimetre) diametre reinforced cement concrete heavy duty non pressure pipes IS Class NP-3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (One cement isto Two Sand) but excluding the cost of excavation, protection works, back filling, concrete and masonry work in head walls and parapets as per drawing and MORD technical specifications section 1100 and as per direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidental. The rate is including of octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated plain cement concrete nominal mix 1:3:6 (One cement isto Three Sand isto Six graded crushed stone aggregate 20mm (Twenty milimetre) nominal size) on ground or under water and curing complete including pumping or bailing out water, dewatering removal of slush which may arise during the course of execution including cost of form work in drains as per drawing and MORD Technical Specification section 800,900 and 1200 including carriage of material/ machinery required to execute the work with in all leads ,lifts and other incidentals. The rate is including Octroi, royality, Malkana, Toll tax, GST or any other taxes imposed by the Government.

Providing and laying of boulder apron laid in wire crates with 4mm (Four milimetre) dia G.I. wire (Galvanized Iron wire) conforming to IS:280 and IS:4826 in 100mmx100mm (One hundred milimetre into One hundred milimetre) mesh (Wovan diagonally) including 10%(Ten percent) extra for laps and joints laid with stone boulder weighing not less than 40 kg (Forty kilogram) each as per drawing and MORD technical specification section 130o and as per direction of Engineer-in-Charge. The rate is including octroi, royality, Malkana, tolltax, GST or other taxes imposed by the Government.

Loosening of the ground upto a level of 300mm (Three hundred millimetre) below the sub grade level, watered, graded with motor grader and compacted in layers to meet requirement of Table 300.1 and 300.2 with three wheel 80-100 (eighty to hundred) kN static roller for sub grade construction as per M.O.R.D. technical specification section 300 and as per the direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidental. The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with in all leads and lifts, transporting to site, spreading, grading to required slope and compacted with three wheel 80-100(Eighty-hundred) Kz ststic Rolled to meet requirement of table 300.1 and 300.2 as per MORD Technical Specification section 400 and as per the entire satisfaction and direction of Engineer-in-Charge including carriage of material within all leads , lifts and other incidental. The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government.

Construction of granular sub base 150mm (One hundred fifty milimeter) complete thickness by providing well graded material as per table 400.1 spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with three wheel 80-100 (Eighty to Hundred) kN static roller to achieve the desired density complete as per drawing and MORD Technical Specification section 400 for grading-I material as per the entire satisfaction and direction of Engineer-in-Charge including carriage of material within all leads, lift and other incidental. The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government.

Providing, laying spreading and compacting by mechanical means stone aggregagte size 63mm to 45mm (Sixty three millimetre to forty five millimetre) Grading-II (75mm (Seventy five millimetre) consolidated thickness) to water bound macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 (Eighty to Hundred)kN static roller in stages to proper grade and camber including applying and brooming stone screening type-B of size 11.2mm (Eleven point two millimetre) nominal size at the rate of 0.20 (Zero point two zero cubic metres) per ten square metre and binding material at the rate of 0.06 (Zero point zero six cubic metre) per ten square metre to fill up the interstices of coarse aggregagte, watering and compacting to the required density as per MORD technical specification section 400 and as per the entire satisfaction and direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidental. The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.

Providing, laying spreading and compacting by mechanical means stone aggregate size 53mm to 22.4mm (Fifty three millimetre to Twenty two point four millimetre) Grading-III (75mm (Seventy five millimetre) consolidated thickness) to water bound macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 (Eighty to Hundred)kN static roller in stages to proper grade and camber including applying and brooming stone screening type-B of size 11.2mm (Eleven point two millimetre) nominal size at the rate of 0.18 (Zero point one eight cubic metre) per ten square metre 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 the entire satisfaction and direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidental. The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.

Providing and applying primer coat with Bitumen emulsion (SS-I) on the prepared surface of granular base including cleaning of road surface with hydraulic brooms and spraying primer at the rate of 0.85 kg. Per Sqm (Zero point eight five kilogram per square metre) using mechanical means as per MORD technical specification section 500 including carriage of material within all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge. The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.

Providing and applying tack coat with Bitumen emulsion (RS-I) on the granular surface treated with primer and cleaned with hydraulic brooms and spraying primer at the rate of 0.275 kg per sqm. (Zero point two seven five kilogram per square metre) using mechanical means as per MORD technical specification section 500 including carriage of material within all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge. The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.

Providing, laying and rolling of open graded premix carpet of 20mm (Twenty millimetre) compacted thickness, composed of Type-A 13.2mm (Thirteen decimal two millimetre) to 5.6mm (Five decimal six millimetre) aggregate for wearing course including loading of aggregate with front end loader heating binder and aggregate in hot mix plant 30/40 (Thirty/Forty) Tonne per hour capacity transporting mixed material with tipper to site of work and laying with paver finisher to the required grade and camber and rolling with power road roller 8/10 Tonne using 0.27 cum (Zero point two seven cubic metre) of graded stone aggregagte mixed with 14.6 kg (Fourteen point six kilogram) of bitumen binder using VG-10 (Viscosity grade ten) per ten square metre of road surface to required line, grade and level but excluding the cost of Tack coat and seal coat inclusive of all corrective, measures such as laying of profile corrective coarse for all depth filling of depression for all depth and construction of super elevation and camber, where required as per MORD technical specifications section 500 by mechanical means including hauling of material labour and equipment required to execute the work at site of work within all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge. The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.

Providing and laying seal coat for sealing the voids in a bituminous surface laid to specified level grade and cross fall using type-B manual means as per MORD technical specification section 500 using VG-10 (Viscosity grade ten) at the rate of 6.8 kg (Six point eight kilogram) premixed with 0.06 (Zero point zero six) cubic metre of fine aggregate spread uniformally per 10 sqm(Ten square metre) of road surface, including heated in Hot Mix Plant 30/40 (Thirty/ Forty) tonne and laying of mixed materials and rolling with power road roller 80-100 (Eighty- Hundred) kN static road roller as per direction of Engineer-in-Charge, including carriage of material, machinery and equipment required to execute the work to the site of work complete within all leads lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.

Routine maintenance works for five years

For 1st Year

For 2nd Year

For 3rd Year

For 4th Year

For 5th Year

NAVNEET SHARMA

Gandharav Singh