TN_17_53

Amount

Clearing and grubbing road land including uprooting rack vegetation grass bushes shrubs saplings and trees girth upto 300 mm, removal of trees cut earlier and disposal of unserviceable materials and staking of serviceable material to be used or auctioned upto a lead of 1000 m including removal and disposal of top orgenic soil not exceeding 150 mm in thickness as per MORTH Specification Clause 201. (i) By Manual Means (A) In area of non thorny jungle

Construction of embankment with material obtained from borrow pits with a lift upto 1.5 m, transporting to site, speeading, 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 (a) From Private Land

Construction of sub-grade 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. (a) from 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 II Material

Water Bound Macadam Sub-base/ base (only for (PMGSY work) WBM Grading 3 Using stone screening Type -A 13.2 mm for Gr 3 Providing laying, spreading and compacting stone aggregate 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 to fill- up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (A) By Manual means

Interlocking Concrete Block Pavement with Edge Restrain. Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 a) including edge block/ Edge restraint

Painting lines, Dashes, Arrows, etc. on Road in Two Coat on New Work Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/ concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702

Direction and Place Identification sign upto 0.9 sqm size board A. Retro- reflectorised Traffic signs (i) Providing and erecting direction and place identification retro reflectorised sign as per IRC : 67 made of encapsulated lens reflective sheeting vide Clause 1701.2.3 fixed over aluminium type sheeting, 2mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle Iron post 75 × 75 × 6mm, firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 × 450 × 600mm below ground level as per approved drawing and Technical Specification Clause 1701

Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the sapling, backfilling the trenches, watering, fixing the tree guatrd and maintaining the plants for three year.

Construction of Span Slab Culvert (Size: 1.50m) (3 nos.) Earthwork in excavation of foundation 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 up to a lead of 50m, dressing of sides and bottom and backfilling in tranches with excavation material. I. Ordinary Soil

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. PCC Grade M10 Nominal Mix 1:3:6

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 PCC Grade M20 Nominal Mix 1:2:4

Providing & Laying Reinforced Cement Concrete in superstructure complete as per drawing and technical specification Clause 800, 1205.4 & 1205.5 A. With Crushes stones: I. RCC GRADE M20 (I) For nominal mix 1:2:4 (a) Height up to 5m

Drainage spouts complete as per drawing and technical specification Clause 1209

Filler Joint iv) Providing and filling joint sealing compound as per drawing and technical specification with coarse sand and 6 per cent bitumen by weight.

Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specification Clause 1002, 1010 and 1202

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

Providing and laying cement concrete wearing course M30 Grade including reinforcement complete as per drawing and technical specification Clauses 800 and 1206.3 A. With crushed stone

Construction of Span Slab Culvert (Size: 6.00m) (1 nos) Earthwork in excavation of 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 up to a lead of 50m, dressing of sides and bottom and backfilling in tranches with excavation material. I. Ordinary Soil upto 3.00 m depth

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. PCC Grade M10 Nominal Mix 1:3:6

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) PCC Grade M20 (i) Nominal Mix 1:2:4

Providing & Laying Reinforced Cement Concrete in superstructure complete as per drawing and technical specification Clause 800, 1205.4 & 1205.5 A. With Crushes stones: I. RCC GRADE M20 (I) For nominal mix 1:2:4 (a) Height up to 5m

Drainage spouts complete as per drawing and technical specification Clause 1209

Filler Joint iv) Providing and filling joint sealing compound as per drawing and technical specification with coarse sand and 6 per cent bitumen by weight.

Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specification Clause 1002, 1010 and 1202

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

Providing and laying cement concrete wearing course M30 Grade including reinforcement complete as per drawing and technical specification Clauses 800 and 1206.3 A. With crushed stone

Construction of 2 Cell Box Culvert (1 nos) Earth work in excavation of foundation of structures as per drawing and technical specification Clause 1104 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. Rate as per SOR for Rural Roads under APWD 2007-08 i) in Ordinary Soil (ii) Dept upto 3.00 m.

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. PCC Grade M10 Nominal Mix 1:3:6

Plain/ Reinforced cement concrete in substructure complete as per drawing and technical specifications Clause 802, 804, 805, 806, 807, 1202 & 1204. A. With Crushed Stone : ii) PCC Grade M20 Nominal mix (1:2:4)

Plain/ Reinforced cement concrete in sub-structure complete as per drawing and technical specifications Clause 802, 804, 805, 806, 807 & 1204 III RCC Grade M20 for height upto 5m

Providing & Laying Reinforcement Cement Concrete in superstructure as per drawing and technical specification Clause 800, 1205.4 & 1205.5 A. With Crushes stones: II. RCC M25 (a) Hight upto 5M

Supplying, fitting and fixing and placing TMT bar reinforcement in superstructure complete as per drawing and technical specification Clause 1002, 1010 and 1202

Construction of R.C.C. railling of M-25 grade in cast in situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical railling post not to exceed 1 in 500, centre-to-centre spacing between vertical postnot to exceed 2000mm as per drawing and technical specification Claused 800, 900 and 1208.3

Providing and laying cement concrete wearing course M30 Grade including reinforcement complete as per drawing and technical specification Claused 800 and 1206.3 A. With crush stone

Providing and laying boulder apron for bed protection with stone boulder of minimum size and weight as per Table 1300.1, no fragment weighting less than 25kg laid dry complete as per drawing and technical specification Claused 1301.

Construction of dia hume pipe culvert (Size: 1000mm) (Single Opening) Earth work in excavation of foundation 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 up to a lead of 50m, dressing of sides and bottom and backfilling in tranches with excavated suitable material. i) Ordinary Soil (i) upto 3.00 m depth

Bedding for Pipe Laying concrete cradie bedding with M15 Grade Cement Concrete as per Clause 1105 (i)

PCC 1:3:6 in Foundation Plain reinforced concrete M10 (1:3:6 niminal mix) in levelling course below open foundation of Head walls as per drawing & Technical Specification Clause 1109

Providing and Laying RCC NP3 in Single Row Providing and laying reinforcement cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement morter 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets Clause 1106. (B) 1000mm dia

Brick Masonary work Brick masonary work in cement morter in foundation of Head Wall excluding pointing and plastering as per drawing and technical specification clause 1109. Brick Masonry in 1:3 cement morter

Brick Masonary work Brick masonary work in cement morter in substructure complete excluding pointing and plastering as per drawing and technical specifications clause 602, 603, 604, 1202 and 1204. In 1:3 cement morter

Plstering Plastering with cement morter (1:4) 15mm thick on brick work in substructure as per technical specification Rate

Construction of Slab Culvert (Size: 4.00mm) (1No) Earth work in excavation of foundation 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 up to a lead of 50m, dressing of sides and bottom and backfilling in tranches with excavation material. I. Ordinary Soil upto 3m depth

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. PCC Grade M10 Nominal Mix 1:3:6

providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. B. With Natural Gravel iii) PCC Grade M20 (i) Nominal Mix 1:2:4

Providing & Laying Reinforced Cement Concrete in superstructure complete as per drawing and technical specification Clause 800, 1205.4 & 1205.5 A. With Crushes stones: I RCC GRADE M20 (I) For nominal mix 1:2:4 (a) Height up to 5m

Drainage spouts complete as per drawing and technical specification Clause 1209

Filler Joint iv) Providing and filling joint sealing compound as per drawing and technical specification with coarse sand and 6 per cent bitumen by weight.

Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specification Clause 1002, 1010 and 1202

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

Providing and laying cement concrete wearing course M30 Grade including reinforcement complete as per drawing and technical specification Clauses 800 and 1206.3 A. With crushed stone

Dharamsing Narzary

KAMALA KANTA KHAKLARY