Morioni/ SOPD/ 3

Amount

Construction of Road from Dhodar Ali to Pangabari via Dhapatbari (L=2.850Km) 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

Cutting of trees, including cutting of trunks. branches and removal of stumps &roots. refilling refilling, compaction compaction of backfilling backfilling and stacking stacking of serviceable serviceable material material bymanual means with all lifts as per Technical Specification Clause 201.Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling refilling. compaction compaction of backfilling backfilling and stacking stacking of serviceable serviceable material material by manual means with all lifts as per Technical Specification Clause 201. (ii) Girth above 600 mm to 900mm

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.(1) Private Land

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. 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. For Grading II Material

Providing, laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with 3 wheels 80-100KN static roller 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 as per Technical Specification Clause 405. (2) Grading -III (Screening B). A) By Manual Means-

Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504 including carriage. a) including Edge block/Edge restraints

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 Kilometre stone(Precast) (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 1703 Kilometre stone(Precast) (ii) 200m stone (Precast)

Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrevte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 600mm Equilateral Triangle

Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrevte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 800mmx600 rectangular

Providing and fixing of typical PMGSY informatory sign board with Logo 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

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 guated and maintaining the plants for three year

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 serviceable material with all lift and lead of 1000 metres) (i) Lime /Cement Concrete, II By Mechanical Mean, (B) Reinforced cement concrete grade M-20 & above

Excavation for Structures (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. (1) Ordinary soil, B-Mechanical Means, (b) With dewatering, (ii) Depth 3 m to 6 m

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (A) Crushed Stone (iv) RCC Grade M20,

Plain/Reinforced cement concrete, in sub structure complete as per drawing and 5 technical specification and steel shuttering formwork. (A) Crushed Stone, (III) RCC Grade M20, Height upto 5m

Furnishing : and Placing Reinforced/Prestressed cement concrete in super-6 structure as per drawing and Technical Specification' including steel shuttering formwork. (A) Crushed Stone,I- RCC Grade M20, (a) Height upto 5m

Reinforcement: Supplying, fitting and placing TMT bar reinforcement including splicing complete as per drawing and technical specifications. (c) With other make ISI marked TMT rebar

Construction of RCC railing of M30 Grade in-situ with 20mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications

Drainage Spouts complete as per drawing and 9 Technical specification

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications (A) Crushed Stone

Boulder laid dry without wire crates. (Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.)

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. (II) Sandy Material

Earth work in excavation for structure as per drawing & Technical specifications clause 305.1 including settin out construction of soring & bracing, removel of stumps and other delitorious mterial and disposal up to a lead of 50 m, dressing, of side and bottom and backtilling for Trenchs with approved material. I. Ordinary soil upto 3m depth

Providing concrete for plain/reinforced concrete in open foundations completeasperdrawingsand technical specificationsClause802, 803, 1202 & 1203 A With crushed Stone P.C.C grade M 10 Nominal mix 1:3:6

B.Type B(First Class) Bedding Laying (First Class) bedding on well compacted approved granular material as per Clause 1105 (ii)

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 iii) P.C.C grade M 20-Nominal Mix 1:2:4

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 (A) 1200mm Dia Clause 1106.

Reinforced concrete in substructure complete as per drawings and technical specifications Clause-802, 805,806,807,1202and 1204 A. With crushed Stone

Providingand laying reinforced cement concrete pipeNP3 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 (A) 600mm Dia Clause 1106.

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 (A) 1000mm Dia Clause 1106.

Providing and laying reinforced cement concrete pipeNP3 for culverts on first class bedding of granular material indouble row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106 1000mm Dia

Jawaharlal Nehru HS Road at Komarkhatowal (L=0.450km) 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

Providing and laying of boolder apron laid in wire crates with 4 mm dia in wire conforming to 15 280 and 15 4826 in 100 mm 100 mm mesh (Woven diagonally anchuhing 10 per cent extra for laps and joints taid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301

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

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Stone/boulder

Construction of embankment with approved material obtained from borrow pits with a lift upto 15 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.(1) Private Land

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreding. grading to required slope and compacted to meet requirement of Table (300-2) with lead upto 1000m as per Technical Specification Clause303.1.

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 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 required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means

Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504 including carriage. a) including Edge block/Edge restraints

Earth work in excavation for structure as per drawing & Technical specifications clause 305.1 including settin out construction of soring & bracing, removel of stumps and other delitorious mterial and disposal up to a lead of 50 m, dressing, of side and bottom and backtilling for Trenchs with approved material. I. Ordinary soil- Upto 3 m depth

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specifications Clause 802.803.1202. & 1203. A. with crushed Stone

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 III) P.CC Grade M20 - Nominal mix (1:2:4)

Bedding of pipe (1) Type B (First class) Bedding Laying(First class) bedding on well compacted approved Granular material as per Clause 1105

Plain/reinforced cement concrete in Substructure complete as per Drawing and technical specification clause 802, 804, 805, 806, 807, 1202 & 1204. A) With crushed stone II) PCC grade M-20 (i) Nominal Mix (1:2:4)

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing coller with cement morter 12 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets as per clouced 1106. (600 mm dia Pipe)

Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC 67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801 (1) 600mm Equilateral Triangle

Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC 67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801 (1) 600mm x450mm rectangular

Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC 67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801 (1) 900mm side Octagon

Providing and foxing of typical PMGSY informatory gn board with Logo as per MORD specifications and drawing Three MS Plates of 16 mm thick, top and middle plate daly welded with MS flat iron 25mm 5m size on hack on edges. The lower plate will be weided with Ms angle iron frame of 25mm 25mm Som The angle won frame of the lower most plate and flat non frame of unddle 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 450mm450mmx600mm 600mm below ground level The top mot hamond plate will be welded to undic plate by 47mm x 47mon of 12 SWG steel plate hibe All MS will be stove enameled on both sides Lettering and printing arrows, border etc will be panted with ready used synthetic enamel paint of sepenor quality in required shade and colour All sections of franted posts and steel tube will be painted with premer and two coats of epoxy pant as per drawing Clause 1701 and Annexure 1700.1

Sri Subhasish Das (BID ID -273977)