Construction of road from Malan to Gujrehra Pathiar and Sakhrehar Km 0/0000 to 6/785 Under (NABARD) RIDF-XXVI in District Kangra (HP)

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 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 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 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 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 897.76 cum (Eight hundred ninety seven decimal seven six 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 and as per 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 embankment with approved materials deposited at site from road way cutting and excavation from drain and foundation of other structures or other sources graded and compacted transporting to site, spreading, grading in 200mm (Two hundred milimetres) thickness with three wheel 80-100 (eighty- hundred) KN static weight road roller to meet requirement of table 300.1 and 300.2 as per M.O.R.D. technical specifications Section 300 and 1600 and as per the direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government.

Earth work in excavation for all type of road structure such as retaining walls, breast walls, culverts, drains and parapets etcetra 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 M.O.R.D. technical specification Section 300 and 1600 and as per direction of the Engineer-in-Charge including setting out, shoring and bracing, removal of stumps and other deleterious materials and disposal of materials upto any leads 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 milimetres) compacted thickness including shoring, strutting, pumping and bailing out water (surface and sub soil water) upto any depth and any quantam of water including cleaning of slush which may arrise during dewatering and as per 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.

Backfilling with granular material behind abutments, wing walls, return walls and retaining walls complete as per drawing and M.O.R.D. technical specifications Section 1200 and 1600 and as per 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 any other taxes imposed by the Government.

Providing 100mm (One hundred millimeter) dia P.V.C pipe weep holes in brick masonry/stone masonry, plain reinforced concrete, Abutments, Wing walls, Return walls and retaining/breast walls extended through the full width of the structure with slope I(V):20(H)(One vertical : Twenty Horizontal) towards draining face complete as per drawing and MORD technical specification Section 700, 1200 and as per 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 any other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated plain cement concrete in sub structure for all type of structure, nominal mix 1: 4: 8 (one cement : four sand : eight graded crushed/broken stone aggregate 40mm (forty millimeters) nominal size on ground or under water including curing complete and pumping or bailing out water, de-watering removal of slush as required at site which may airse at the time of laying concrete complete for all heights/depths including the cost of form work retaining walls, breast walls etc; complete in all respect as per drawing and MORD technical specification Section 800, 900. 1200, 1600 and as per direction of the Engineer-in-charge including carriage of materials, within 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 mechanically mixed and virbrated concrete for plain cement concrete in open foundation for all type of structure using plain cement concrete grade M-10 (M Ten) nominal mix 1: 3: 6 ( One cement : Three sand : Six graded crushed stone aggregate 20mm (Twenty millimeter) nominal size on ground or under water and curing complete including pumping or bailing out water, dewatering removal of slush as required at site which may arrise at the time of laying concrete complete for all heights/depths including the cost of form work in drains as per drawings and M.O.R.D. technical specification Section 800, 900 and 1200 as per the direction of the 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.

Providing and laying mechanically mixed and virbrated concrete for plain concrete in open foundation for all type of structure using plain cement concrete grade M-10 (M Ten) nominal mix 1: 3: 6 ( One cement : Three sand : Six graded crushed stone aggregate 40mm (Forty millimeter) nominal size on ground or under water and curing complete including pumping or bailing out water, dewatering removal of slush as required at site which may arrise at the time of laying concrete complete for all heights/ depths including the cost of form work in Toe wall etcetera as per drawings and M.O.R.D. technical specification Section 800, 900 and 1200 as per the direction of the 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.

Providing and laying mechanically mixed and vibrated reinforecd cement concrete grade M-20 (M-Twenty) design mix with cement contents not less than 330 Kgs (Three hundred thirty kilograms) per cubic metre with 20mm (Twenty millimetres) nominal size graded crushed stone aggregate in sub-structure as per drawings and MORD technical specifications Section 800, 900 and 1200 including the cost of form work but excluding the cost of reinforcement for reinforced concrete work in abutment etctera and curing complete and as per the directions of the Engineer-in-Charge including carriage of materials within 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 rubble stone flooring in cement mortar 1:3 (One cement : three sand) laid over cement concrete bedding inclusive of its cost complete as per drawing and M.O.R.D. technical specifications Section 1300 and as per the direction of the Engineer-in-Charge including carriage of material within 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 mechanically mixed and vibrated plain cement concrete for cradle bedding of pipe using grade M-15 (M-Fifteen) nominal mix 1:2.5:5 (One cement : Two and half sand : five graded crushed/broken stone aggregate 40mm (Forty millimetres) nominal size) on ground or under water and curing complete including pumping or bailing out water de-watering removal of slush as required at site, which may arises at the time of laying concrete complete for all heights/depths including cost of form work as per drawing and MORD technical specification Section 1100 including carriage of materials within all leads, lifts and other incidental, as per the entire satisfaction and directions of Engineer-in-Charge . The rate is 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) diametres hume pipe 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 : 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 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 is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government.

Supplying fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and M.O.R.D. technical specifications Section 1000 and 1200 including cutting, bending, binding, straightening and placing in position complete in all respect including cost of binding wire and as per 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 any other taxes imposed by the Government.

Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and M.O.R.D. technical specifications Section 1000 and 1400 including cutting, bending, binding, straightening and placing in position complete in all respect including cost of binding wire and as per 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.

Providing and laying mechanically mixed and vibrated reinforced cement concrete in sub-structure of all type of structure complete, RCC grade M-20 (M-Twenty) design mix with minimum cement content at the rate 330 Kgs (Three hundred thirty kilograms) graded cruhed stone aggretgate 20mm (Twenty milimetres) nominal mix including the cost of form work in bed block and dirt wall etcetra as per drawings and MORTH technical specifications Section 800, 900, 1200 and curing complete including hauling of materials in all kind of leads, lifts and other incidental as per the entire satisfaction and direction of Enginee-in-charge. The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated plain cement concrete for all type of structure complete using plain cement concrete grade M-15 (M-Fifteen) design mix with cement contents not less than 275kg (two hundred seventy five kilogramme) per cubic metre on ground or under water including curing complete including pumping or bailing out water , dewatering, removal of slush as required at site which may arrise at the time of laying concrete complete for all heights/ depths including the cost of form work in abutments and parapets etc; complete as per drawings and MORD technical specification Section 800, 900 and 1200 as per 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.

Providing and laying mechanically mixed and vibrated Reinforced Cement Concrete in super-structure for all type of structure using cement concrete grade M-25 (M-Twenty five) designed mix with cement contents not less than 400 Kgs (Four hundred kilograms) per cubic metre with 20mm (Twenty milimetres) nominal size graded crushed stone aggregate as per drawing and M.O.R.D. technical specification for Section 800, 900 and 1400 including the cost of form work and curing complete but excluding the cost of reinforcement for reinforced concrete work in deck slab including carriage of materials within all leads, lifts and other incidentals as per the entire satisfaction and direction of Enginee-in-Charge. The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated reinforced cement concrete grade M-30 (M-Thirty) mix designed with minimum cement contents not less than 430 Kgs(Four hundred thirty kilograms) 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 Section 800, 900, 1000 and 1400 and as per 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 any other taxes imposed by the Government.

Construction of Precast Reinforced Cement Concrete railing of Grade M-30 (M-Thirty) mix design with minimun cement contents not less than 430 Kgs (Four hundred thirty kilograms) per cubic metre with aggregate size not exceeding 12mm (Twelve milimetres) true to line and grade, tolerance of vertical Reinforced Cement Concrete post not to exceed 1 in 500 (One in Five hundred) centre to centre spacing between vertical post not to exceed 2000mm (Two thousand milimetres) leaving adequate space between vertical post for expansion, complete as per approved drawings and MORD technical specifications Section 800, 900, 1000 and 1200 including cost of reinforcement, form work and curing complete and as per 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 any other taxes imposed by the Government.

Providing and fixing drainage spouts complete with 100mm (one hundred millimeter) dia galvanised mild steel down pipe corrosion resistant structural steel grating complete as per drawing and MORD technical specifications Section 1400 and as per 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.

Providing and laying mechanically mixed and vibrated reinforced cement concrete grade M-25 (M-Twenty five) mix design with minimum cement contents not less than 400 Kgs (Four hundred kilograms) per cubic metre with 20mm(Twenty milimetres) nominal size graded crushed stone aggregate in super structure as per drawings and MORD technical specifications Section 800, 900, 1000 and 1400 including cost of form work and reinforcement for reinforced concrete work in approach slab and curing complete as per 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 any other taxes imposed by the Government.

Providing and laying mechanical mixed and vibrated plain cement concrete M-15 (M-Fifteen) nominal mix crushed/broken stone aggregate 40mm (Forty millimetres) nominal size levelling course below approach slab complete including cost of form work and curing complete as per drawing and as per MORD technical specifications Section 800, 900, 1200 and as per 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 any other taxes imposed by the Government.

Loosening of the ground upto a level of 300mm (Three hundred millimeter) below the sub-grade level, watered, graded with motar grader and compacted in layers to meet requirement of table 300.1 and 300.2 for sub-grade construction as per MORD technical specification Section 300 with power road roller 8-10 tonne (Eight-Ten tonne) capacity for sub grade as directed by the Engineer-in-charge including carriage of material within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government.

Construction of sub grade and earthen shoulder with approved materials obtained from borrow pits, with in all leads and lifts, transporting to site and compacted/rolling with vibrator roller 8 to 10 (Eight to Ten) Tonne capacity grading to required slope and compacted to meet requirement of table 300.2 as per MORD technical specifications Section 400 as directed by the Engineer-in-charge including carriage of material within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government.

Construction of granular sub-base by providing well graded -I material (as per table 400.1) 175mm (One hundred seventy five milimetres) completed thickness, 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 MORD technical specification Section 400 for grading-I material 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 any other taxes imposed by the Government.

Providing, laying, spreading and compacting by mechanical means of 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 including 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 section 400 and as per 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.

Providing, laying, spreading and compacting by mechanical means of 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 including 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 one eight) 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 Section 400 and as per 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.

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 Kg per Sqm (Zero point eight fivekilograme) per square metre using mechanical means as per MORD technical specifications Section 500 and as per 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.

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 Section 500 and as per 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.

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 two seven cubic metre), mixed with bitumen VG-10 (Viscosity Grade ten) at the rate of 14.60 kg (Fourteen point six zero kilogram) per ten square metres of road surface to required line, grade and level to serve as wearing course on a previously prepared basem including mixing and heating binder and aggregate in Hot Mix Plant 30/40 (Thirty/Forty tonne) per hour capacity, 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 Section 500 including hauling of materials labour and equipment required to execute the work at site of work within all leads and lifts, as per the entire satisfaction and direction of Engineer-in-Charge. The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B premixed with 6.80 kg (Six decimal eight zero kilogram) pentration grade bitumen VG-10 (Viscosity Grade Ten) with 0.06(Zero decimal zero six) cubic metre of fine aggregate per 10 Sqm (Per ten swquare metre) heated in Mini Hot Mix Plant and laying maunaly of mixed material and rolling with power road roller 8-10( Eight to Ten) tonne capacity as per MORD Technical Specification Section 500 and as per direction of Engineer-Incharge including carriage of materials within all leads and lifts and other incidentals. The rate inclusive of octroi, royality, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 (Forty three) grade cement or any other type as per Section 1500 M-30 (M-Thirty) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm (Twenty five millimetres), mixed in a concrete mixer of not less than 0.2 cum (Zero point two cubic metre) capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel) laying and fixing of 125 micron (One hundred twenty five) thick polythene film, wedges, steel plates including levelling the formwork as per drawing spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and MORD Technical Specification Section 1500 as directed by the Engineer-in-charge including carriage of materials within all leads, lifts and other incidentals The rate is including octroi, royality, Malkana, toll tax, GST or any 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

Chamunda Construction Works

VP SHARMA

Navneet Thakur