SOPD_G_21_22_12 Construction of 1. Md. Hussain Path, 2. Nahat deodubi to Dupani (L2.40 km), 3. Demow Raichi Hospital to Godhabil, 4. Raichai Stadium to Raichai Pukhuri, 5. Bahgarh to Ahom Gaon under SOPD-G in Sivasagar Thowra Territorial Road Divis

Amount

1. MD. Hussain Path: Clearing and Gruubing Road Land :- Clearing and grubbing road land includding uprooting wild vegetation ,grass, bushes ,saplings and trees of girth upto 300mm , removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of seviceable material to be used or auctioned , upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification clause 201. i By Manual Means

Construction of Embankment with Material Obtained from Borrow Pits :- Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.50m ,transporting to site ,spreading ,grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification 301.5. (i) Private Land

Construction of Sub -grade and Earthen Shoulders :- Construction of Sub - grade and earthen shoulder with approved materials obtained from borrow pits with all lift and leads , transporting to site ,spreading ,grading to required slope and compacted to meet requirement of Tables 300.2 with lead upto 1000 m as per Technical Specification clause 303.1 (i) Private Land

Granular Sub-base with Well Graded Material (Table 400.1) (A) BY Mix Place Method :- Construction 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 wheel roller to achieve the desired density ,complete as per Technical Specification claaause 401. (ii) For Grading II Material

WBM Grading 3 Using stone screening Type - B 11.2 mm for 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 three wheel 80 -100Kn static roller in stages to proper grade and camber ,applying and brooming , stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical specification clause 405.By Manual Means

Providing and Laying interlocking concrete block pavement with M 40 grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage . A) Including Edge block / Edge restraints

Traffic Signs ( A) Retro -reflectorised Traffic Signs 1. Providing and fixing retro- reflectorised cautionary ,mandatory and informatory sign as per IRC : 67 made of encapsulated lens 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 75 mmx 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade concrete 450mmx450mmx600mm , 600mm below ground level as per drawings and Technical Specification clause 801. (ii) 60 cm equilateral triangle

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary soil : A. Manual Means. (i) Without dewatering, a) Upto 3 m depth.

Laying (First class) bedding on well compacted sand, moorum as per clause 1105 (ii) Granular material

Plain cement concrete M10 (1:3:6 nominal mix) in leveling course below open foundation of Head walls as per drawing and technical specification clause 1109.

Brick masonry work in cement mortar in foundation of head walls complete excluding pointing and plastering as per drawing and technical specification clause 1109 (in prop.1:3)

Plastering with cement mortar (1:4) 15mm thick on brick work for substructure as per technical specification.

Providing and laying RCC pipe NP3 for culverts on first class bedding of granular materials in single row. B) 600mm dia

2. Nahat Deodubi to Dupani Road: ITEM No. Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By Manual Means-, In area of non thorny jungle

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

Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to adepth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300. 2 for embankment construction as per Technical Specification Clause 301.4.1.

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (I) Private Land

Granular Sub-base with Well Graded Material (Table 400.1) (A)By Mix in Place Method Construction 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 wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading Material (Gr - II ) By Manual Means

WBM Grading 3 Using crushable screening such as moorum gravel for Gr.IIIProviding, 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405......By Manual Means

Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. Including Edge block/ Edge restraints

Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

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

ITEM No. 9.7 - 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

ITEM No. 9.9 - Stone masasonry WorkincementmortarinfoundationofHeadwallscompleteasperdrawingandtechnicalspecification Clasue 1109A. In 1:4 cement mortar

ITEM No.9.3 - 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. 1000mm dia.

ITEM No. 9.11 - Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. II. In 1:4 cement mortar

ITEM No. 10.16 - Providing and fixing of typical informatory sign board as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

ITEM No. 10.2(A) - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 ii)600mm equilateral triangle

ITEM No. 10.2(A) - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 iii) 600mm circular

ITEM No. 10.10 - 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 1703 ii) Ordinary Kilometer stone

ITEM No.10.10 - 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 1703 ii) 200 meter stone

ITEM No. 11.90 - Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering, fixing the tree guatrd and maintaining the plants for three year.

ITEM No. 11.40 - Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With crushed Stone I . P.C.C grade M 10 Nominal mix 1:3.6 (Hand mixing)

ITEM No. 17.42 - Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications

ITEM No. 17.44 - Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications

3. Demow Raicai Hospital to Godhabarl Road: ITEM No. 2.2/(i)(a) - Clearing and Gruubing Road Land :- Clearing and grubbing road land includding uprooting wild vegetation ,grass, bushes ,saplings and trees of girth upto 300mm , removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of seviceable material to be used or auctioned , upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification clause 201. i By Manual Means

ITEM No. 3.4/i - Construction of Embankment with Material Obtained from Borrow Pits :- Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.50m ,transporting to site ,spreading ,grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification 301.5. (i) Private Land

ITEM No. 3.14/(i) - Construction of Sub -grade and Earthen Shoulders :- Construction of Sub - grade and earthen shoulder with approved materials obtained from borrow pits with all lift and leads , transporting to site ,spreading ,grading to required slope and compacted to meet requirement of Tables 300.2 with lead upto 1000 m as per Technical Specification clause 303.1 (i) Private Land

ITEM No. 4.1(ii) - Granular Sub-base with Well Graded Material (Table 400.1) (A) BY Mix Place Method :- Construction 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 wheel roller to achieve the desired density ,complete as per Technical Specification claaause 401. (ii) For Grading II Material

ITEM No. 4.7/3/A) - WBM Grading 3 Using stone screening Type - B 11.2 mm for 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 three wheel 80 -100Kn static roller in stages to proper grade and camber ,applying and brooming , stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical specification clause 405.By Manual Means

ITEM No. 6.7/(A)(i) -Providing and Laying interlocking concrete block pavement with M 40 grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage . A) Including Edge block / Edge restraints

ITEM No. 10.2/A(ii) - Traffic Signs ( A) Retro -reflectorised Traffic Signs 1. Providing and fixing retro- reflectorised cautionary ,mandatory and informatory sign as per IRC : 67 made of encapsulated lens 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 75 mmx 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade concrete 450mmx450mmx600mm , 600mm below ground level as per drawings and Technical Specification clause 801. (ii) 60 cm equilateral triangle

ITEM No. 9.1 - Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary soil : A. Manual Means. (i) Without dewatering, a) Upto 3 m depth.

ITEM No. 9.7 - PCC M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109. I .

ITEM No. 9.2(B)ii - Bedding for pipe (ii) Type B(First Class) Bedding Laying (First Class) bedding on well compacted sand moorum as per Clause 1105(ii) (ii) Granular Material

ITEM No. 9.3 - Providing & laying reinforced cement concrete 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 (B) 600 mm dia

ITEM No. 9.8/A - Brick masonry work in cement mortar in foundation of head walls complete as per drawing and Technical Specification Clause 1109

ITEM No. 9.11 - Plastering with Cement mortar (1:4) 15 mm thick on brickwork in substructure as per Technical Specification

4. Raichai Stadium to Raichai Pukhuri Road: ITEM No. 2.2(i)(A) - Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By Manual Means-, In area of non thorny jungle

ITEM No. 3.15(i) - Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to adepth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300. 2 for embankment construction as per Technical Specification Clause 301.4.1.

ITEM No. 3.4(i) - Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

ITEM No. 3.14(i) - Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (I) Private Land

Construction 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 wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading Material (Gr - II ) By Manual Means

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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405......By Manual Means WBM Grading 3 Using crushable screening such as moorum gravel for Gr.III

ITEM No. 6.7(A)(i) - Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. Including Edge block/ Edge restraints

ITEM No.9.1 - Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

ITEM No.9.2(B)/I - Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum as per Clause 1105 (ii)

ITEM No. 9.7 - 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

ITEM No.9.8/A - 'Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109 (ii) Brick masonry in 1:4 cement mortar

ITEM No.9.3 - 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. 600mm dia.

ITEM No.9.11 - Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification

ITEM No.9.12 - Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108 (i) Sand filling

ITEM No.10.16 - Providing and fixing of typical informatory sign board as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

ITEM No.10.2(A) - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 ii)600mm equilateral triangle

ITEM No.10.2(A) - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 iii) 600mm circular

ITEM No.11.90 - Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering, fixing the tree guatrd and maintaining the plants for three year.

ITEM No.11.40 - Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With crushed Stone I . P.C.C grade M 10 Nominal mix 1:3.6 (Hand mixing)

ITEM No. 17.42 - Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications

ITEM No. 17.44 - Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications

5. Bahgarh to Ahom Gaon Road: ITEM No. -2.2 (i)(a) - Clearing and grabing road land including uproting wild vegetation grass, bushes shrubs,saplings and trees of girth upto 300mm remoival of stumps of such trees cut earlier and disposal of unserviceable material and stacking of serviceable material to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not excesing 150mm in thickness as per technical specification clause No 201.0 i) By mannual means A) In area of non thomy jungle

ITEM No. 2.13 - Removing all types of Hume pipe and stacking within a lead of 1000m inculuding earthwork and dismentaling of masonry works as per Technical Specification Clause 202 A) Upto 600m dia. Hume pipe

ITEM No. 3.4(I) - Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 i) From private land

ITEM No. 3.14 - Construction of Sub – grade and earthen shoulder with approved materials obtained from borrow pits, with initial up to 3.00 km, transporting to site. Spreading, grading to required stope and compacting to meet requirement of table 300-2 with a lead upto 1000m as per Technical Specification Clause 303.1 a) From Private land

ITEM No.4.1 A(i) - Construction 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 80-100 KN static roller capacity to achieve the desired density,complete as per Technical Specification Clause No.402 ( with an initial lead of 5 Km.) Gr - II material

ITEM No.4.7/3 - WBM Grading - 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 vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km.) to required density grading 2 as per Technical Specification Clause No.405 (A) By mannual means Using screening Type-B 11.2 mm for Gr.-III

ITEM No. 6.7 - Providing and laying interlocking concrete block pavement ( M40 ) having thickness 80 mm as per technical specification clause 1504 complete including carriage. A) including Edge block/Edge restraints.

ITEM No. 10.2/A(1)/2(ii) -- Providing and fixing recto-refletorised cautionary mandatory and informatory sign board as per IRC:67 made of encapsulated lens type reflecting sheeting vide Clause 1701.2.3 fixed over aluminum sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement 450mm x 450mm x 600mm, 600mm below ground level as per approved drawings and technical specification clause 801 (A) 60cm equliteral triangle.

ITEM No. 10.2/A(1)/2(ii) -- Providing and fixing recto-refletorised cautionary mandatory and informatory sign board as per IRC:67 made of encapsulated lens type reflecting sheeting vide Clause 1701.2.3 fixed over aluminum sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement 450mm x 450mm x 600mm, 600mm below ground level as per approved drawings and technical specification clause 801 (iv) 800mm x 600mm rectangular

CD WORKS 1000MM DIA SINGLE ROW 2Nos : ITEM No.9.1 -- E/W in excavation for structure as per drawing and Technical specification Clause 305.1 including setting out constructin of shoring and bracing , removal of stumps and other deleterious material and disposal upto a lead of 50 m , dressing of sides and bottom and backfillig in trenches with excavated suitable material. Ordinary soil i) Depth upto 3.00m Face wall

ITEM No.11.4/A(i) - 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 M 10 Nomonal Mix 1:3:6 (Hand Mixing)

ITEM No. 9.2(B) ii --. Bedding for pipe ii) Type B ( First class ) bedding laying first class beding on well compected sand morum as per Clause no 1105(ii) ii) Granular Material Bedding

ITEM No.9.3 -- Providing & laying Reinforced Cement Concrete Pipe NP - 3 fpr Culverts on First class bcomplete as per drawing and Technical specificatioedding og granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete & masonary works in head walls & parapets Clause 1106 (A) 1000 mm dia HP

ITEM No. 11.4/A(II) -- Plain / reinforced cement concrete in substructre complete as per drawing and Technical specification Clause No 802,804,805,806,807,1202,1204 i) P.C.C M-15 ii) Nominal Mix 1:2.5:5 ( Hand mixing ) Face Wall

ITEM No.16.60 - Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.

RANJIT BORGOHAIN