Construction 25.00 meter span bridge Over Manooni Khad including balance road work from Sidhbari Kaned to Harner under RIDF-XXIII (NABARD) in Distt. Kangra (H.P.)

Amount

Excavation in hilly area in all heights and depths and in all kind of soil by 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 engineer-in-charge at site according to the MORD technical specification clause 302, 304 and 1603 and sorting out useful materials and stacking the same in all leads, 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 required width of the road or on 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. Recovery of stone to the tune of 23.90 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 including octroi, royality, Malkana, toll tax, gst or other taxes imposed by the Government. .

Construction of embankment with approved material obtained from borrow pits with a lift upto any height transporting to site, spreading, grading to required slope and compacting n layers of 200mm ( two hundred milli meters ) thickness with three wheel 80-100 (eighty-hundred) kn static weight road roller to meet requirement of Tables 300.1 and 300.2 as per MORD Technical Specification Clause 301 and 1603.5 as per direction of Engineer-in-Charge. including carriage of materials within all leads, lifts and other incidental . The rate including octroi, royality, Malkana, toll tax, gst or other taxes imposed by the Government.

Providing and Laying mechanically mixed and vibrated plain cement concrete in open foundations complete as per drawings and technical specifications section 800, 900 & 1200 1:4:8 (One cement : Four sand : Eight graded/crushed stone aggregate) 40mm (Forty milimetres) nominal size) in road work and as per the instructions of Engineer-in-charge within all leads, lifts of materials and other incidentals. The rate including octroi, royality, Malkana, toll tax, sale tax or other taxes imposed by the Government

Providing and laying mechanically mixed and vibrated plain cement concrete in open foundations complete as per drawings and technical MORD specifications sectio 800, 900 & 1200 1:6:12 (One cement : Six sand : Twelve graded/crushed stone aggregate 40mm (Forty milimetres) nominal size) in road work as per the directions of the Engineer-in-Charge including carriage of materials within all leads, lifts and other incidental. The rate including octroi, royality, Malkana, toll tax, gst or other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated plain cement concrete grade M-20 (M-Twenty) in road work nominal mix with cement contents not less than 330 kg (Three hundred thirty killogrammes) per cubic metre in open foundation (Flooring) as per drawings and MORD technical specifications for Roads section 800, 900 and 1200 including the cost of form work and curing complete including carriage of materials in all kinds of leads, lifts and other incidental and as per the entire satisfaction and directions of Engineer-in-Charge. The rate including octroi, royality, Malkana, toll tax, sale tax or other taxes imposed by the Government.

Pointing with cement mortar 1:3 (One cement : Three sand) on coursed rubble masonry as per drawing and technical specification clause-613.3 and 1204 for all height and as per the direction of Engineer-in- Charge including carriage of materials within all leads , lifts and other incidental . The rate including octroi, royality, Malkana, toll tax, gst or other taxes imposed by the Government.

Coursed rubble stone masonry (1st sort) for road work in cement mortar 1:4 (One cement : Four sand) in foundation complete as per drawing and technical specifications section 700 & 1200 within all leads, lifts and other incidental . The rate including octroi, royality, Malkana, toll tax, gst or other taxes imposed by the Government.

Coursed rubble stone masonry (Ist sort) work in cement mortar 1:4 (One cement : Four sand) in foundation sub-structure complete as per drawing and technical specifications section 700 & 1200. within all leads, lifts and other incidental . The rate including octroi, royality, Malkana, toll tax, gst or other taxes imposed by the Government.

Providing and laying (to level or slope) 900mm dia (Nine hundred millimeter ) diametre reinforced cement concrete pipe IS Class NP-2 for culverts in single row including fixing collar with cement mortar 1 : 2 (One cement :Two sand) but excluding the cost of excavation, protection works, back filling, bedding concrete and masonry work in head walls and parapets as per drawing and M.O.R.D. 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 including octroi, royality, Malkana, toll tax, gst or other taxes imposed by the Government.

Filling in foundation trences with soil as per MORD technical specification Clauses 305 Filling shall be done with approved material in layers not exceeding 150mm (One hundred fifty millimeters) compacted thickness. The compaction shall be done with suitable equipment approved by the Engineer-in-Charge after necessary watering so as to achieve the required density as per instructions of Engineer – in- Charge including carriage of materials within all leads, lifts and other incidental . The rate including octroi, royality, Malkana, toll tax, gst or other taxes imposed by the Governmentimposed by the Government

Providing and laying mechanically mixed and vibrated reinforced cement concrete grade M-30 (M-Thirty) design mix with cement contents not less than 430 Kgs (Four hundred thirty kilogramme) per cubic metre with 20mm(Twenty milimetres) nominal size graded crushed stone aggregate in wearing course including reinforcement and cost of form work and curing complete as per drawings and M.O.R.D. technical specifications for Roads section 800, 900 & 1400 as per direction of Engineer-in-charge including carriage of materials, within all leads, lifts and other incidentals. The rate including octroi, royality, Malkana, toll tax, gst or other taxes imposed by the Government.

Preparation of sub-grade by dressing to camber (earth work for the cutting involved for sub-grade to be paid separately) depending upon the classification of soil complete as per MORD technical specifications section 300 within all leads, lifts and other incidental . The rate including octroi, royality, Malkana, toll tax, gst or other taxes imposed by the Government

Consolidation of sub-grade with road roller including making good the undulation etc; with earth of quarry soil etc and re-rolling the sub-grade complete as per MORD technical specifications section 300 within all leads, lifts and other incidental . The rate including octroi, royality, Malkana, toll tax, gst or other taxes imposed by the Government

Construction of gravel/Soil Aggregate Sub-base by providing well graded material of nominal maximum size grading 80 mm (eighty millimetre) as per Table 2.3 of IRC SP 77-2008, spreading in uniform layers with tractor nount approprate grading arrangements on prepared surface, mixing by mix in place method at OMC with tractor mount appropriate rotavator attachment and compaction with three wheel 80 to 100 kN static roller capacity to achieve the desired density complete as per MORD specifications clause 402. within all leads, lifts and other incidental . The rate including octroi, royality, Malkana, toll tax, gst or other taxes imposed by the Government.

Providing, laying, spreading and compacting stone aggregate of size 63mm to 45mm (sixty three millimeter to forty five millimeter) Grading-II size [75mm (seventy five millimeters) compacted thickness] to water bound Macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 (eighty-Hundred) K.N. static roller in stages to proper grade and camber applying and brooming, stone screening type-B of size 11.2mm (Eleven point two milimetres) nominal size at the rate of 0.20 cum (zero point two zero) cubic metres per 10 sqm (per ten square metres) and binding material at the rate 0.06 cum (zero point zero six cubic metre) to fill up the interstices of coarse aggregate, watering and compacting to the required density as per MORD technical specifications clause No. 405 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 including octroi, royality, malkana toll tax, gst or other taxes imposed by the Government.

Providing, laying, spreading and compacting stone aggregate size 53mm to 22.4mm (fifty three millimeter to twenty two point four millimeter) Grading-III size [75mm( seventy five millimeters) compacted thickness] to water bound macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 (eighty-Hundred) K.N. static roller in stages to proper grade and camber, applying and brooming, stone screening type-B of size 11.2mm (eleven point two milimetres) nominal size at the rate of 0.18cum (zero point eighteen) cubic metres per 10 Sqm (per ten square metres) and to fill up the interstices of coarse aggregate, watering and compacting to the required density as per MORD technical specifications clause No. 405 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 includes octroi, royality, Malkana, toll tax, sale tax or other taxes imposed by the Government. By Mechanical means.

Providing and applying primer coat with BITUMEN emulsion (SS-1) on the prepared surface of granular base including cleaning of road surface with hydraulic brooms and spraying primer @ 0.85 Kgs per Sqm. (zero point eight five kilograme) per square metre using mechanical means as per technical specifications clause No. 502 including hauling of material in all leads, lifts as per the entire satisfaction and as per direction of Engineer – in- Charge including carriage of materials within all leads, lifts and other incidental . The rate including octroi, royality, Malkana, toll tax, Gst or other taxes imposed by the Government.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kgs (Zero decimal Two Seven Five kilograms) per square metre on the prepared granular surface treated with primer and cleaned with Hydraulic broom as per MORD Technical Specification Clause 503 as per direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidental . The rate 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 millimeter) compacted thickness, composed of type-A 13.2mm (thirteen decimal two millimeter) to 5.6mm (five decimal six milimetre) crushed stone aggregate at the rate of 0.27 cum (Zero point twenty seven cubic metre), premix with bitumen VG-10 (Viscosity Grade ten) at the rate of 14.6 kg (Fourteen point six kilogram) per ten square metres of road surface to required line, grade and level to serve as wearing course on a previously prepared bases including mixing and heating binder and aggregate in Hot Mix Plan 30/40 (Thirty/Fourty tonne) per hour capacity of transporting mixed material with tipper and laying with paver finisher to the required grade and rolling complete with three wheel roller 80-100 (Eighty - Hundred) Kn static roller finished to required level and grade as per MORD technical specifications clause No. 506 including hauling of materials labour and equipment required to execute the work at site of work with in all leads, lifts, as per the entire satisfaction and direction of Engineer – in- Charge 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 the specified levels, grade and cross fall using Type B seal coat using VG-10 (Ten) bitumen at the rate of 6.8 kg ( six point eight kilogram) premix with 0.06 (zero point zero six) cubic meter of fine aggregate per 10 (Ten squere meter) heated in minimum hot mix plant and laying manually mixed meterial and rolling with power road roller 8-10 ( eight to ten ) tonne capacity as per MORD Technical Specification Clause-508 as per the direction of Engineer-in-Charge, within all leads, lifts of materials and other incidentals The rate including octroi, royality, Malkana, toll tax, gst or other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated reinforced cement concrete grade M-25 (M-Twenty five) design mix in with cement contents not less than @400 Kg (four hundred kilograms) per cubic metre with 20mm (Twenty millimeters) nominal size crushed/broken stone aggregate and curing complete including cost of form work but excluding cost of reinforcement for reinforced concrete work in box girder and deck slab, beams, girder and bressumers etcetera as per direction of Engineer-in-Charge, drawing and MORTH technical specifications section 1500, 1700 & 2300 including carriage of materials within all leads, lifts and other incidental. The rate including of octroi, royality, Malkana, toll tax, gst or other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated reinforced cement concrete grade M-30 ( M-Thirty) for bridge work design mix with cement contents not less than 430 Kg (Four hundred thirty kilograms) per cubic metres with 20mm (Twenty millimeters) nominal size crushed stone aggregateand curing complete in wearing coat including cost of form work and reinforcement as per drawings and MORTH technical specification clause 2702.2 and as per direction of Engineer-in-Charge, including carriage of materials within all leads and lifts and other incidental The rate including of octroi, royality, Malkana, toll tax, gst or other taxes imposed by the Government.

Construction of RCC railing of M30 (M-thirty) Grade in-situ with 20 mm (twenty millimetre) nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, (one to five hundred) centre to centre spacing between vertical post not to exceed 2000 mm, (two thousand millimetre) leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. and as per direction of Engineer-in-charge including carriage of materials, within all leads, lifts and other incidentrals. The rate including octroi, royality, Malkana, toll tax, gst or other taxes imposed by the Government.

Providing & fixing 2 mm (two millimetre) thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification as per the direction of Engineer-in-Charge, within all leads, lifts of materials and other incidentals The rate including octroi, royality, Malkana, toll tax, gst or other taxes imposed by the Government.

PARDEEP KUMAR

manish dhadwal