SOPD_G_20_21_226 Construction of Beloguri Rownamukh road by ICBP (including Cross Drainage Works) under SOPD-G for the year 2020-21, Gohpur LAC

Amount

Clearing and grubbing road land including uproofing rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and staking serviceable materials and to be used or auctioned, up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness. (II) By Mechanical Means (B) In area of thorny jungle..

Cutting of trees, including cutting of trunks, branches and removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and upto a lead of 1000 mts and earth filling in the depression/pit) (i) Girth from 300mm to 600mm

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. C) Above 900 mm dia Hume pipe

Shifting Electric Poles and Lines as per the direction of Executive Engineer in consultation with the concerned department

Construction of embankment with materials obtained from borrowpits, with a lift up to 1.5m , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 with a lift up to 1000m as per technical specification.

Construction of earthen shoulders & Subgrade with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet required of table 300.2 (a) Private land.

Excavation for road work in soil with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in tipper -----up to 1000m as per technical specification.

(A) By mix Place Method:- Construction of granular sub-base by prevelling well gradeed 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 wheel roller to achive the desired, conplete as per Technical Specification Clause.401 (ii) For Grading Material (Gr-II) GSB

WBM Gr III : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN 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 3 as per Technical Specification Clause 405.

Providing and laying of Interlocking Concrete Block Pavement (M40) having thickness 80 mm as per Technical specification Clause 1504.

Reinforced cement M15 grade kilometer stone of standard design as per IRC-8-1980 fixing in position including painting and printing etc. b) Ordinary Kilometer stone

Reinforced cement M15 grade kilometer stone of standard design as per IRC-8-1980 fixing in position including painting and printing etc. c) Hectometer Stone

RCC guard post- Supplying,fitting and fixing RCC guard post size 15 cm dia,150cmlong,75cm above the ground and 75cm below the ground, with 4-12mm Tor steel main steel and 6mm MS stirrups at 30cm c/c tied inposition with annealed black wire, cement concrete proportin 1:2:4 with broken stone aggregate up to 20mm size including centering,moulding the top.curing,paintedblack and white alternately in 23cm strips upto 0.75m from the top having reflective band 2 nos. of desired shade etc. as per design and direction complete. 15 cm dia with 4-12mmTor bar

Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting -----with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) 60cm equilateral traingle

Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting -----with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) 60cm circular

Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting -----with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) 80cmm x 45 cm rectangular

Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting -----with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) 60cmm x 60 cm square

Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and ------one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud-

Providing and erecting direction and place identification retro- reflectorised sign as per IRC: 67 made of encapsulated lens tye reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9 sqm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm, 60cm below ground level as per approved drawing.

Providing and erecting direction and place identification retro- reflectorised sign as per IRC: 67 made of encapsulated lens tye reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm, 60cm below ground level as per approved drawing.

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301

Planting of tress by the road side (Avenue Trees) in 0.60 m dia holes 1m deep dug in the ground ,--watering fixing the tree guatrd and maintenance the plants for one year

Making tree guard 53 cm dia and 1.3 m high as per desgin from empty bitumen drum -- providing and fixing 2nos MS sheet rings 50mmx0.5mm with rivets complete in all respect

Earth work in excavation of foundation of structures as per drawing and technical specifications clause 305.1 including setting out,construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m dressing of side. Ordinary Soil A. Manual Means (Without dewatering)

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) Levelling Course

Bedding of Pipe Laying (First class) bedding on well compactad sand, moorum or approved granular material as per clause 1105(ii) Type B (First Class) Bedding Granular Material

Providing & Laying Reinforced Cement Concrete Pipe NP3 for culverts on first class bedding of Granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets Clause 1106. 1000mm dia Pipe

Brick masonary work in Cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications clauses 600, 1202 & 1203 In 1:4 Cement mortar

Plastering with cement mortar (1:4), 15mm thick on brick work in sub-structure as per Technical specification.

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25kg laid dry complete as per drawing and technical specifications Clause 1301

Providing and laying pitching on slopes laid over prepared filter material as per drawing and technical specifications Clause 1302

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302

Earth work in excavation of foundation of structures as per drawing and technical specifications clause 305.1 including setting out,construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m dressing of side. Ordinary Soil A. Manual Means (Without dewatering)

Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109

Bedding for pipe (ii) Type B(First Class) Bedding Laying (First Class) bedding on well compacted sand moorum as per Clause 1105(ii) (i) Sand Filling

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specifications clouse 802,803,1202 & 1203. (I ) PCC grade M10 Nominal mix 1:3;6

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm dia

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications

Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

Earth work in excavation of foundation of structures as per drawing and technical specifications clause 305.1 including setting out,construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m dressing of side. Ordinary Soil A. Manual Means (Without dewatering)

Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109

Bedding for pipe (ii) Type B(First Class) Bedding Laying (First Class) bedding on well compacted sand moorum as per Clause 1105(ii) (i) Sand Filling

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specifications clouse 802,803,1202 & 1203. (I ) PCC grade M15 Nominal mix 1:3;6

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm dia

Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

Excavation for stuctures ( Earthwork in excavation of foundation of structures as per drawing and technical specification,including seting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material.

Granular sub-base with coarse graded material ( Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density complete as per cl 401.

Providing ,laying ,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in unifprm thickness, hand packing,rolling with smooth wheel roller 80-100 kn in stages to propre grade and camber,applying and brooming,stone screening to fill up the interstices of coarse aggregate,watering and compacting to yhe required density grading 3 as per technical specification.

Providing concrete for plain /reinforced concrete in open foundation complete as per drawings and technical specification clause 802,803,1202,& 1203. A. with crushed stone .1 . PCC grade M10 Nominal mix 1 : 3 :6

Providing concrete for plain /reinforced concrete in sub-structure complete as per drawing and technical specifcations clouse 802,804,805,806,807 ,1202 & 1204 . With crushed stone 1. PCC grade M20 . Nominal mix 1:2:4

Providing and laying cement concrete wearing coat M30 grade including reinforcement complete as per drawing and technical specification.

Construction of RCC guard posts of 250 mm dia, M15 as per drawing and technical specification clouse 1401.6.

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301

SANJAY KUMAR AGARWALLA