C/O Link road from Mathroti to Bharun including Bridge over Chambi Khad km.0/0 to 4/800 in Distt. Kangra (HP) under NABARD RIDF-XXVI

Amount

Earth work in excavation for all type of bridge structure 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 drawing and MORTH technical specification section 300 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 milimetre) compacted thickness including shoring and strutting and pumping and bailing out watr (surface and sub soil water) upto any depth and any quantam of water including cleaning of slush which may arrise out during dewatering 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.

Providing and laying mechanically mixed and vibrated plain cement concrete in openfoundation for all type of structure complete of plain cement concrete nominal mix 1:4:8 (one cement isto four sand isto eight graded stone agreegate 40 mm (forty millimetre) nominal size) on ground or under water and curing complete and 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 including the cost of form work complete in all respect in retaining wall ada breast wall etcetra as per drawing and MORD technical specification section 800.900,1200,1600 and as per the direction of the engineer-in-charge The rate including octroi,royality, Malkana toll tax , GST or other taxes imposed by the Goverment.

Providing and laying mechanically mixed and vibrated concrete for reinforced concrete in sub structure for all type of structure of cement concrete grade M-30 (M-Thirty) design mix with minimum cement contents not less than 430 (Four hundred thirty) kilogram per cubic metre with 20mm (Twenty milimetre) nomonal size crushed stone aggregate in or under water including curing complete pumping or bailing out water, dewatering and removal of slush as required at site which may arise at the time of laying concrete complete for all heights/depths including cost of form work but excluding the cost of rienforcement for reinforced concrete work in abutment, bed block and dirt wall etcetera as per drawing and MORTH technical specification section 1500,1700, 2200 and as per the direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, GST or other taxes imposed by the Government.

Supplying fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and MORTH technical specification section 1600 and 2200 including cutting, bending, binding and plaing in position complete in all respect including cost of binding wire upto any height and depth 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 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 MORTH Technical specification section 2200 and clause 710.1.4 of IRC 78 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 filter media with granular crushed aggregate as per specification to a thickness of not less than 600mm (six hundred millimetre) with smaller size towards the soil and bigger size towards the wall and provide over the entire surface behind abutment wing walls returns walls and retaining walls to the full height compacted to firm condition complete as per drawing and MORTH technical specifications section 2200 and clause 710.1.4 of IRC78 and as per direction of Engineer-in-charge including carriage of materials within all leads and lifts and other incidentials. The rate is including octroi,royality, Malkana toll tax, GST or other taxes imposed by the Goverment.

Providing and laying mechanically mixed and vibrated, plain cement concrete in sub-structure of all type of structure complete grade M-20 (M-Twenty) design mix with cement contents not less than 344 kg. (Three hundred forty four kilogram) per cubic metre with 20mm (Twenty milimetre) nominal size graded crushed stone aggregate and curing complete including the cost of form work in Bed Blocks, dirt wall etcetra as per drawing and MORTH technical specification section 1500, 900 and 2200 and as per the direction of Engineer-in-Charge including carriage of material within all leads and 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 cement concrete 1:5:10 (One cement isto five Sand isto ten graded crushed stone aggregate 40mm (Forty milimetre) nominal size) and curing complete including cost of form work for plain cement concrete in abutments on ground and under water complete including pumping or bailing out water, dewatering including removal of slush as required at site which may arise at the time of laying concrete for all heights/ depths as per drawing and MORD technical specification section 800, 900 and 1200 and 1600 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.

Supplying, fitting and fixing in position true to line and level cost steel rocker bearing conforming to IRC83(Pt-1) section IX and section 2000 of MORTH specification complete with all accessories as per drawing and technical specification , including carriage of materials with in all leads, lifts and other incidental, 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.

Supplying, fitting and fixing in position true to line and level forged steel roller bearing conforming to IRC 83(pt-I) section IX and section 2000 of MORTH specification complete with all accessories as per drawing and technical specification , including carriage of materials with in all leads, lifts and other incidental, 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 mechanically mixed and vibrated concrete for reinforced concrete in super structure for all type of structure of grade M-30 (M-Thirty) design mix with minimum cement contents not less than 430 (Four hundred thirty) kilogram per cubic metre with 20mm (Twenty milimetre) nominal size crushed stone aggregate in super structure as per MORTH technical specification section 1500,1700, 2300 including cost of form work but excluding the cost of reinforcement for reinforced concrete in deck slab etcetra in all heights/depths and curring complete as per direction of 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 other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated reinforced cement concrete of design mix grade M-30 (M-Thirty) having cement contents not less than 407 kg. (Four hundred seven Kilogram) per cubic metre with 20mm (Twenty milimetre) nominal size crushed stone aggregate as per drawings and MORTH technical specification section 1500,1600, 1700 and 2700 including the cost of form work and reinforcement for reinforced concrete work in approach slab and curing complete including hauling of materials in all leads, lifts and other incidentals 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 50mm (Fifty milimetre) thick mastic asphalt wearing course on top of deck slab using paving grade bitumen VG-30 (Viscosity grade thirty) meeting the requirements given in the table 500-39 including rough enohg of surface with wire brush,cleaning the surfaceapplying a thin bituminous tack coat of VG-30(Viscosity grade thirty) grade bitumen at the rate 0.325 kg (Zero point three two five killogram)per square metre after applying tack coat fifing chicken mesh reinforcement of 1.50 mm (One point five zero milimetre)dia steel wire with hexagonal or rectongularopeningsof 20-25 mm (Twenty to twenty five milimetre) before paving mastic asphalt prepared using mastic cooker for heating course aggregate filler and bitumen as per section 500 of MOTRH specification laid to required level and slope including providing antiskid surface with a layer of hard stone aggregate 13.2mm (Thirteen point two milimetre) of 9.50mm (Nine point five zero milimetre) nominal size as per direction of Engineer-in-charge precoated with VG-30(viscosity grade thirty)bitumen applied at the rate of 0.005 cum.(Zero decimal zero zero five cubic metre)per 10 sqm.(Ten square metre) and rolled or pressed in to surface at approximate temperature of surface not less then 100 degree centigrade protruding i mm (one milimetre) to 4 mm(four milimetre) over mastic surface complete in all respect as per specification including carriage of material with in all lead,lifts and other incidentials. The rate is including octroi, royality, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and MORTH technical specifications section 1600 and 2300 including cutting, bending, binding and placing in position complete in all respect including cost of binding wire and cost of dewatering during placement of reinforcement wherever required complete 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 strip seal expansion joint catering to maximum horizental movement upto 70mm (Seventy milimetre), complete as per approved drawings and MORTH technical specificaton section 2600 to be installed by the manufacture/ supplier or their authorised representative ensuring compliance to the manufac turer's instructions for installation as per drawing and technical specifications 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.

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 of 1345.12 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 deposited at site from road way 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, 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, 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. The rate is including octroi, royality, malkana, toll tax, GST and 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 1600, 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 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 of boulder apron laid in wire crates with 4mm (Four milimetre) dia G.I. wire (Galvanised Iron wire) confirming 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 1300 and as per direction of Engineer-in-Charge. The rate is including octroi, royality, Malkana, tolltax, 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 in sub structure 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 milimetre) nominal size) and curing complete for all heights/ depths including the cost of form work in abutments Toe walls and parapets etcetra as per drawings and MORD 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 of octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.

Providing and laying rubble stone flooring in cement mortar 1:3 (One cement isto 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 curing complete as per direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. 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 plain cement concrete in cradle bedding of plain cement concrete grade M-15 (M-Fifteen) with minimum cement contents not less than 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.

Filling in foundation trenches as per drawing and MORD technical specification section 300 earth filling as per the direction of Engineer-in-Charge including cairrage 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 (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.

Construction of precast reinforced cement concrete railing of M-30- (M-Thirty) grade aggregate size not exceeding 12mm (Twelve milimetre), true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500 (One in Five hundred), centre to centre spacing between vertical post not to exceed 2000mm (Two thousand milimetre), leaving adequate space between vertical post for expansion, complete as per drawing and MORTH technical specification section 1500, 1600 , 1700 and 2700 complete 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 fixing drainage spouts complete with 100mm(one hundred millimetre) dia galvanized mild steel down pipe and corrosion resistant structural steel grating complete as per drawing and MOTH technical specifications section 2700 including hauling of materials in 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.

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 within all leads and lifts, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 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 175 mm (one hundred seventy five milimetre)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 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 mechanically 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 @ 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 and laying tack coat with Bitumen emulsion (RS-I) on the prepared bituminous surface cleaned with hydraulic brooms and spraying primer @ 0.225 kg. (zero point two two five kilogram) per square metre using mechanical means as per MORD technical specifications section 500 including carriage of material 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 other taxes imposed by the Government time to time.

Providing and laying 30mm (Thirty milimetre) compacted thickness bituminous concrete with minimum 100-120 (One hundred to One hundred twenty) TPH hot mix batch type plant with electronic control grading II using crushed aggregate 13.2mm (Thirteen decimal two milimetre) nominal size of specified grading premixed with bituminous binder VG-10 (Viscosity grade ten) at the rate of 5.40 to 5.60 (Five decimal four zero to Five decimal six zero) percent of mix weighting transport to site laid with Censor paver finisher hydraulic with censor control to the required grade level and alignment over a previously prepared surface and rolling complete with smooth Three wheel Roller 8-10 (Eight to Ten) tonne capacity or Pneumetic type Roller of 12-15 (Twelve to Fifteen) tonne with tyre pressure of at least 0.56 (Zero decimal five six) MPA for intermediate rolling and finish rolling with 6-8 (Six to Eight) tonne smooth wheeled tandom roller to achieve the desired compaction as per MoRTH Technical Specification section 500 as per the direction and entire satisfaction 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 other taxes imposed by the Government time to time.

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 requirement type as per clause using M-30 (M-Thirty) grade, coarse and fine aggregate confirming to ISI :383 maximum size of coarse aggregate not exceeding 25mm (Twenty five millimetre) 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 form work (steel channel) laying and fixing of 125 micron (One hundred twenty five micron) thick polythene film, wedges, steel plates including levelling the form work 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, admixture as approved curing of concrete slab, for 14 days using curing compound (where specified) and water finishing to lines and grade as per drawing and MORD technical specification section 1500 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 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 at the time of laying concrete 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 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.

Routine maintenance works for five years

For 1st Year

For 2nd Year

For 3rd Year

For 4th Year

For 5th Year

NAVNEET SHARMA