BTC/NLCPR/2016-17/142

Amount

A. SETTING OUT, CLEARING & GRUBBING Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means

Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, burshes,shurbs, sapling and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned. up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. (i) By Manual Means (A) In area of non thorny jungle.

B. DISMANTILING & SCARIFYING Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry , cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the seviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202 (A) By Mechanical Means.

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry , cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the seviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202 (B) Reinforced Cement Concrete

Dismantling Brick/Tile Work Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 Cement mortar

Removing all types of Hume pipes and stacking withing a lead of 1000 m including Earthwork and Dismantiling of Masonry Works as per Technical Specification Clause 202. Removing all types of Hume pipes and staking including Earthwork and Dismantling of Masonry Works as oer Technical Specification Clause 202. (b) Above 600 mm to 900mm dia. Hume pipe

C. EARTHWORK: Compacting Original Ground Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achive minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1

Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000m Excavation for road work in soil with Hydraulic excavator of 0.9 cu.m bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines , grades and cross sections and transporting to the embankment location with lift upto 1.5 m and lead upto 1000 m as per Technical specification clause 302.3

Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Construction of Embankment with Material Obtained from Pits Construction of embankment with approved material obtained from borrow pits with all lift upto 1.5m, transporting to site, spreading , grading to required slope and compacting to meet requirement to Table 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 (i) From Private Land

Construction of Subgrade and Earthen Shoulder Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical Specification Clause 303.1. (i) From Private Land. Subgrade (9.98 + 8.78/2)

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical Specification Clause 303.1. (i) From Private Land. Earthen shoulder beside GSB (2.365 + 2.065/2)

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical Specification Clause 303.1. (i) From Private Land. Shoulder beside WBM & SDBC (2.215 + 1.875/2)

D. BASE AND SUB-BASE COURSES Granular Sub-base Coarse Graded Material (Table 400-2) (A) By Mix in PLace Method. Contruction of granular Sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth whel roller to achive the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material GSB For Road Work

WBM Grading 2 with Crushable Screenings Providing , laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification clause 405. (A) By Manual means G-II For Road work (3) Grading -III material with screening Type-B

WBM Grading 3 using stone Screenings Type-A 13.2mm for Gr-3 Providing, laying, spreading and compacting stone aggreegates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 (A) By Manual means. G-II For Road work

E. BITUMINOUS COURSES Prime coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70-1.0 k.g/sqm using mechanical means as per Technical Specification Clause 502.(Low porosity)

Tack Coat Providing and applying tack coat with Bitmen emulsion using emulsion (RS-1) presure distributor at the rate of 0.20 to 25 kg per sqm on prepared bituminous surface cleaned with Hydraulic broom as per technical specification Clause 503.

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Case - II By Mechanical Means Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6 mm aggregates either using penetration grade bitumen or emultion to required line, grade and level surface as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of either type A or type B or type C as per technical specification clause 508 By Manual Means Bitumen (S-65) For Road Work

PROVIDING SEAL COAT TYPE B (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified lavels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510) providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type A or type B or type C as per technical specification couse 510 By Mechanical Means, Bitumen (S-65) For Road Work

F. Turfing with sods, Sign Boards & K.M Stones Turfing with Sods Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309. Turfing with Sods

Cautionary, mandatory, direction and place indentification signs A. Retro-reflectrorised Traffic Signs. Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lines type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75mm X 75mm X 6mm firmly fixed to the fround by means of properly designed foundation with M15 grade cement concrete 450mm X 450mm X 600mm, 600mm below ground level as per drawing and technical specification clause 801

Semi-Reflective Traffic signs Providing and fixing of Semi cautionary, mandatory, informatory sign boards as per IRC-67 made of 1.5mm thick M.S. Sheet duly stove white colour in front and grey colour on back with red reflective border of 65 mm width and required messege, letters, figures with reflective tape of engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour Supported and welded on 47 mm X 47mm of 12 SWG square tube firmly fixed to the ground y means of proporly designed foundations with M-15 grade cement concrete 450 X 450 X 600mm, 600mm below ground level as per approved drawing and clause 1701.2.2

Kilomrtre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC :8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause Stone 1703 (i) 5th Kilometre Stone (precast)

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC :8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause Stone 1703 (ii) Ordinary Kilometre Stone (Precast)

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC :8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause Stone 1703 (iii) 200 m stone (precast)

Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Techniacal Specifivation Clause 1704.

Speed Breaker Granular Sub-base with Coarse Graded Material (Table 400-2) (a) By Mix in Place method.Contruction of granular Sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth whel roller to achive the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material

WBM Grading 2 with Crushable Screenings Providing , laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification clause 405. (A) By Manual means

WBM Grading 3 using stone Screenings Type-A 13.2mm for Gr-3 Providing, laying, spreading and compacting stone aggreegates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 (A) By Manual means. G-II For Road work

Prime coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70-1.0 k.g/sqm using mechanical means as per Technical Specification Clause 502.(Low porosity)

Tack Coat Providing and applying tack coat with Bitmen emulsion using emulsion (RS-1) presure distributor at the rate of 0.20 to 25 kg per sqm on prepared bituminous surface cleaned with Hydraulic broom as per technical specification Clause 503.

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Case - II By Mechanical Means Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6 mm aggregates either using penetration grade bitumen or emultion to required line, grade and level surface as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of either type A or type B or type C as per technical specification clause 508 By Manual Means Bitumen (S-65)

PROVIDING SEAL COAT TYPE B (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified lavels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510) providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type A or type B or type C as per technical specification couse 510 By Mechanical Means, Bitumen (S-65)

(iv) RCC Box Cell (1 Cell X 2.0M X 2.0 M) = 29 No Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil. i) Upto 3.00m to 6m depth

Plain/reinforced cement concrete in substructure complete as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 and 1204(P.C.C grade M15, Nominal mix (1:1.5:5))

Plain/reinforced cement concrete in substructure complete as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 and 1204(R.C.C grade M20, I) Forheight up to 5M)

Plain/reinforced cement concrete in substructure complete as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 and 1204(R.C.C grade M25, I) Forheight up to 5M)

Supplying , fiting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specification clause 1002, 1010 and 1202

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (i) Granular material For Wing Walls Both Sides

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall, with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V) :20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

(iii) RCC Box Cell (1 Cell X 3.0M X 3.0 M) = 5 No Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil. i) Upto 3.00m to 6m depth

Providing concrete for plain/ reinforcement concrete in open foundation complete as per drawing and technical specification clause 802,803, 1202, & 1203 I. P.C.C. grade M 10 (ii) Nominal mix 1:3:6

Plain/reinforced cement concrete in substructure complete as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 and 1204(P.C.C grade M15, Nominal mix (1:1.5:5))

Plain/reinforced cement concrete in substructure complete as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 and 1204(R.C.C grade M25, I) Forheight up to 5M)

Supplying , fiting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specification clause 1002, 1010 and 1202

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (i) Granular material For Wing Walls Both Sides

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall, with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V) :20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

(ii) RCC Box Cell (2 Cell X 3.0M X 3.0 M) = 4 No Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil. i) Upto 3.00m to 6m depth

Providing concrete for plain/ reinforcement concrete in open foundation complete as per drawing and technical specification clause 802,803, 1202, & 1203 I. P.C.C. grade M 10 (ii) Nominal mix 1:3:6

Plain/reinforced cement concrete in substructure complete as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 and 1204(P.C.C grade M15, Nominal mix (1:1.5:5))

Plain/reinforced cement concrete in substructure complete as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 and 1204(R.C.C grade M25, I) Forheight up to 5M)

Supplying , fiting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specification clause 1002, 1010 and 1202

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (i) Granular material For Wing Walls Both Sides

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall, with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V) :20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

(I) Slab Culvert 15m Span = 1 NO Earth work in excavation of foundation of structures as per drawings and technical specification, including setting out, construction of shoring and bracing……………... 1. Ordinary Soil (i) upto 3 m depth.

Earth work in excavation of foundation of structures as per drawings and technical specification, including setting out, construction of shoring and bracing……………... 1. Ordinary Soil (i) upto 3 m to 6m depth.

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802,803,1202 & 1203. A. With Crushed Stone: I. PCC Grade M15

Plain/reinforced cement concrete in substructure complete as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 and 1204 (I) PCC Grade M20 2. Abutment

Providing and Laying Reinforced Cement Concrete in superstructure as per drawing and technical specification Clauses 800, 1205,.4 and 1205.5 A. With Crushed Aggregate V. RCC GRADE M30 (i) Height up to 5m

Construction of R.C.C. railing of M25 grade, cast-in-situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, center to center spacing between vertical post not to exceed 2000 mm, as per drawing and Technical Specification Clauses 800, 900 and 1208.3.

Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 & 1206.3

Supplying, fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specification clause 1002, 1010 & 1202 a) Slab

Supplying, fiting and placing HYSD bar reinforcement (Fe-415) in sub-structure complete as per drawing and technical specification clauses 1002, 1005, 1010 & 1202

Plain/reinforced cement concrete in substructure complete as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 and 1204 (I) PCC Grade M15 in under flooring Providing flooring of CC block

Backfilling behind abutment, wing wall and return wall complete as per drawing & technical specification Clause 1204.3.8

Plain/reinforced cement concrete in substructure complete as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 and 1204 (I) PCC Grade M15 grade below approach slab

Reinforced cement concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and technical specification clause 800 and 1211

Providing and laying a buried expansion joint, covered with 12 mm thick, 200mm wide galvanised weldable structural steel plate as per IS: 2062, placed symmetrical to center line of the joint, resting freely over the top surface of the deck concrete, welding of 8mm dia, 100mm long galvanised nails spaced 300mm c/c along the centre line of the plate, as per technical specifications clause 1207.2.3

Drainage spouts complete as per drawing and technical specification clause 1209.

Providing weep holes in brick masonry/stone masonary plain/reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structure with slop 1(V):20(H) towards drawing force complete as per technical specification Clauses 614, 709, 1204, 3.7.

Manoj Kumar Machahary