Public Works Department Tender

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Public Works Department - PWD Tender

Eprocure

Opening Date

10 May 2019

Closing Date

Cancelled

Tender Amount

₹ 1,38,29,101 
Notes
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Costs

Summary

Construction Of Link Road From Chachian To Darati Via Mathrehar Km. 0/00 To 3/900 In Distt. Kangra (hp) Under Ridf-xxiv (nabard)

Description

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Back filling with granular material behind abutment, wing wall return wall and retaining walls complete as per drawings & technical specification Clause 1203 and 1604 and as per direction of the Engineer -in-Charge including carriage of materials within all leads and lifts and other incidental.The rate is including octroi, royality, malkana, tolltax, sale tax or other taxes imposed by the government.

510.88

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Construction of embankment for road way with approved materials obtained from borrow pits , or other sources in layers of suitable thickness not exceeding 200mm (Two hundred milimetre) thick each layers and compacted with 80-100 (Eighty - Hundred) K.N static/ vibratory road roller to meet the requirement of table 300.1 and 300.2 of MORD technical specifications to lines, grades, levels and cross sections as per Drawings and Technical specification clause 301 and other relevant clauses including preparation of foundation for embankment in all kinds and classification of soils including saturated soil and dewatering/ bailing out of water where ever required including handling of material for construction of embankments within all leads and lifts. The rate shall include carriage of machineries, equipments, tools and materials and safety measures payment of all taxes, octroi royality and other incidentals necessary to complete the work in all respects.

999.79

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Providing and laying weep holes in brick masonry/stone masonary, plain/reinforced concrete abutments,wing walls,return walls,and Breast /retaining walls with 100 mm (One hundred milimetre) diametre PVC pipe extending through the full width of the structure with a slope of 1 (one )vertical :20 (twenty) horizontal towards draining face complete as per drawing and technical specifications Clauses 709 and 1206.6 and as per the direction of the Engineer -in-Charge including carriage of materials within all leads and lift and other incidentals.The rate is including octroi, royality, malkana, tolltax, sale tax or other taxes imposed by the government.

728

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Providing and laying mechanically mixed and vibrated plain/ cement concrete in open foundations for all types of structure complete using plain cement concrete grade nominal mix 1:3:6 (one cement :three sand :Six graded crushed stone aggregate 20 mm (Twenty milimetrs) nominal size in or under water including curing complete, pumping or bailing out water ,dewatering removal of slush as required at site which may arise at the time of laying under water complete for all heights/depths including the cost of form work in drain etc. as per drawings and MORD technical specifications section 800, 900 & 1200 and as per the direction of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals .The rate is including octroi, royality, malkana, toll tax, sale tax or other taxes imposed by the government.

206.39

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Providing and laying mechanically mixed and vibrated concrete for plain/reinforced concrete in sub structure for all types of structure of plain cement concrete grade M-15 (M Fifteen) design mix with cement contents not less than 275 Kg. (Two hundred seventy five Kilogram) per cubic metre on ground 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 under water complete for all heights/depths including cost of form work as per drawings and technical specifications section 800, 900 and 1200 as per the directions of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals and entire satisfaction of the Engineer-in-Charge .The rate is including octroi, royality, malkana, tolltax, sale tax or other taxes imposed by the government.

557.36

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Providing and laying mechanically mixed and vibrated reinforced cement concrete in Sub structure for all types of structure cement concrete of Grade M-20 (M Twenty) design mix with minimum cement contents of 330 kgs (Three hundred and thirty kilogram) per cubic metre with 20 mm (Twenty Milimetre) nominal size graded crushed stone aggregate and curing complete including the cost of form work but excluding the cost of reinforcement for reinforced concrete work complete as per drawings and MORD technical specifications section 800, 900, 1202 and 1200 and as per the direction of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals .The rate is including octroi, royality, malkana, tolltax, sale tax or other taxes imposed by the government.

19.2

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Providing and laying mechanically mixed and vibrated reinforced cement concrete in Super structure for all types of structure of cement concrete of grade M-25 (M Twenty five) design mix with minimum cement contents of 400 kg (Four hundred kilogram) per cubic metre with 20 mm (Twenty milimetre) nominal size graded crushed stone aggregate as per drawings and MORD technical specifications section 800, 900 and 1400 and curing complete including cost of form work but excluding the cost of reinforcement for reinforced concrete work (Deck slab) including carriage of materials within all leads and lifts and other incidents. The rate is including octroi, royality, malkana, tolltax, sale tax or other taxes imposed by the government.

56.96

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Providing and laying mechanically mixed and vibrated reinforced cement concrete of grade M-30 (M- Thirty) design mix with minimum cement contents of 430 kg (Four hundred thirty kilogram) per cubicmetre with 20 mm (Twenty milimetre) nominal size graded crushed stone aggregate and curing complete in wearing course including cost of reinforcement for reinforced concrete work, curing and form work as per drawing and MORD technical specifications clause section 800, 900, 1000 and 1404 and as per the directions of the Engineer-in-Charage including carriage of material within all leads and lifts and other incidentals .The rate is including octroi,royality,Mlakana,tolltax, sale tax or other taxes imposed by the government.

13.01

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Supplying, fitting and placing HYSD bar reinforcement (fe-415) in Sub Structure complete as per drawings and technical specifications section 1000 and 1200 including cutting,bending,binding and placing in position of steel bars complete in all respect including cost of binding wire upto all heights/ depths as per direction of Engineer-in-charge including carriage of material witin all leads and lifts and other incidental .The rate is including octroi, royality, malkana, tolltax, sale tax or other taxes imposed by the government.

4.14

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Supplying, fitting and placing HYSD bar reinforcement in Super Structure complete as per drawings and MORD technical specifications section 1000 and 1400 including cutting,bending,binding and placing in position complete in all respect including cost of binding wire upto any floor level as per direction of Engineer-in-charge including carriage of material witin all leads and lifts and other incidental .The rate is including octroi, royality, malkana, tolltax, sale tax or other taxes imposed by the government.

4.94

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Providing and laying flooring of Cement conrete blocks grade M 15 laid over cement concrete bedding complete as per drawing and technical specification clausse 1303 and curing complete as per directions of Engineer-in-Charge including carriage of material witin all leads and lifts and other incidental .The rate is including octroi,royality,malkana,toll tax ,sales tax or other taxes imposed by the government.

21.76

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Construction of embankment for roadway with approved material deposited at site from roadway cutting and excavation from drains and foundations of other road structures or other sources in layers of suitable thickness not exceeding 200 mm (Two hundred milimetre) thick every layers compacted with 80-100 (Eighty desh Hundred) K.N static/ viberatory road roller to meet the requirement of table 300.1 and 300.2 Technical specifications to lines, grades, levels and cross sections as per Drawings or direction of the Engineer-in-Charge to specification clause Number 301 and other relevent clauses including preparation of foundation for embankment in all kinds and classification of soils including saturated soil within all leads and lifts. The rate shall include carriage of machineries, equipments, tools and materials and safety measures payment of all taxes, octroi royality and other incidentals necessary to complete the work in all respects.

6.68

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Providing and laying (to level or slope ) 900 mm (Nine hundred milimetre) diametre reinforced cement concrete non pressure pipe I.S Class NP2 for culverts on first class bedding or 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, backfilling, concrete and masonry work in head walls and parapets as per drawing and technical specifications clause 1101 and as per the direction of the Engineer -in-Charge including carriage of materials within all leads and lift and other incidental . The rate is including octroi, royality, malkana, toll tax, sale tax or other taxes imposed by the Government.

7.5

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Providing and laying mechanically mixed and vibrated cement concrete craddle bedding with M-15 Grade cement concrete as per MORD technical specification section clause 800, 900, and 1101 using cement contents not less then 275 Kg (Two hundred seventy five kilogram) per cubicmetre with 40mm (forty milimetre) nominal size crushed stone aggregate including cost of form work and curing complete as per the direction of Engineer - In- Charge including carriage of material with in all leads and lifts and other incidental . The rate is including octroi, royality, malkana, toll tax, sale tax or other taxes imposed by the Government.

1.78

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Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303 as per the entire satisfaction and direction of the Engineer -in-Charge including carriage of materials within all leads and lift and other incidental .The rate is including octroi, royality, malkana, toll tax sale tax or other taxes imposed by the government.

3654.2

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Constrution of sub grade and Earthen Shoulders with approved material obtained from borrow pits with all leads and lifts, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303 including hauling of materials within all leads and lifts and other incidential or as per the entire stisfaction and direction of Engineer-in-Charge. The rate is including octroi, royality, malkana, toll tax, sale tax or other taxes imposed by the Government.

1276.09

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Construction of Granular Sub base by providing well graded material 100mm (One hundred milimetre) consolidated thick spreading in uniform layer with tractor mount grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per MORD Technical Specification section 401 for grading-I material.as per the entire satisfaction and direction of the Engineer -in-Charge including carriage of materials within all leads and lift and other incidental .The rate is including octroi, royality, malkana, G.S.T. or other taxes imposed by the government.

1522.59

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Providing, laying, spreading and compacting by mechanical means stone aggregates of size 63mm to 45mm (Sixty three milimetre to forty five milimetre) Grading -II, 75mm ( Seventy five milimetre) consolidated thick to water bound macadam specification including spreading in uniform thickness,using templete hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming, stone screening Type B of size 11.2mm ( Eleven point two milimetre) nominal size at the rate of 0.20 Cum. (Zero point two zero ) Cubicmetre per ten square metre and binding materials at the rates of 0.06 cum ( Zero point zero six cubicmetre) per ten square metre to fill up the interstices of coarse aggregate watering and compacting to the required density as per Technical Specification Clause 405 and as per the entire satisfaction and direction of the Engineer -in-Charge including carriage of materials within all leads and lift and other incidental .The rate is including octroi, royality, malkana, tolltax, sale tax or other taxes imposed by the government.

1005.97

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Providing, laying, spreading and compacting by mechanical means stone aggregates of size 53mm to 22.4mm (Fifty three milimetre to Twenty two point four milimetre) Grading -III, 75mm ( Seventy five milimetre consolidated thick) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Three wheel 80-100 KN static roller to stages to proper grade and camber, applying and brooming, stone screening type B 11.2mm ( Eleven point two milimetre) nominal to fill up the interstices of coarse aggregate watering and compacting to the required density as per MORD technical Specification Clause 405 as per entire satisfaction and direction of the Engineer -in-Charge including carriage of materials within all leads, lift other incidental .The rate is including octroi, royality, malkana, tolltax, sale tax or other taxes imposed by the government.

1005.97

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Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface with hydraulic brooms and spraying primer at the rate of 0.85 (zero point eight five) kilogram per square metre using mechanical means as per Technical Specification Clause 502, as per the entire satisfaction and direction of Engineer -in-Charge including carriage of materials within all leads and lifts and other incidentals.The rate is including octroi, royality, malkana, tolltax, sale tax or other taxes imposed by the government.

13412.87

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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.275 (zero point two seven five kilogram) per Square metre on the prepared granular surfaces treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503, as per the entire satisfaction and direction of Engineer -in-Charge including carriage of materials within all leads and lifts and other incidentals.The rate is including octroi, royality, malkana, tolltax, sale tax or other taxes imposed by the government.

13412.87

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Providing, laying and rolling of open-graded premix carpet of 20 mm (Twenty milimetre) comparsed thickness composed of 13.2 mm (Thirteen decimal two milimetre) and 5.6mm ( five decimal six milimetre) nominal size crushed stone aggregate in the ratio of 2: 1 ( Two is one) and mix at the rate of 0.27 Cum. ( Zero point two seven Cubicmetres) with V.G-10 (Viscosity grade-Ten) Bitumen 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 base, 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 camber and rolling with a three wheel 80-100 (Eighty - Hundred) KN static road roller, finished to required level and grades as per MORD by mechanical meansTechnical Specification Clause 506 as per the entire satisfaction and direction of the Engineer -in-Charge excluding the cost of tack coat and seal coat but including carriage of materials within all leads lifts and other incidental.The rate is including octroi, royality, malkana, tolltax, sale tax or other taxes imposed by the government.

13412.87

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Providing and laying seal coat for sealing the voids in a bituminous surface laid to specified level grade and cross fall using type-B by manual means as per technical specification Clause 508 using Bitumen grade V.G. 10 (Viscosity grade- Ten) at the rate of 6.80 kg (Six point eight zero kilogram premixed with 0.06 (Zero point Zero six) Cubic metre of fine aggregate per ten square metre of road surface, heated in mini hot mix plant and laying of mixed material and rolling with power road roller 8 - 10 (eight dash ten) tonnes capacity as per the direction of Engineer-in-Charge including carriage of material, Labour and equipments required to execute the work at site of work complete in all respect. The rate is including octroi, royality, malkana, tolltax, sale tax or other taxes imposed by the government.

13412.87

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