Construction of P.C.C. Road with Guard Wall and Culvert from Jarmunai G.T. Road to Ho Sahdeo Singh in Maheshpur 1 Panchyat under Baghmara Block, Dist. Dhanbad

Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201 S.O.R. Item No. 2.02

Compacting original ground supporting subgrade (Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction.) S.O.R. Item No. 3.20 Case-I

Construction of Subgrade and Earthen Shoulders (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 compacting to meet requirement of Table 300-2.) S.O.R. Item No. 3.18

Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m) S.O.R. Item No. 3.06

Construction of Embankment with Material Deposited from Roadway Cutting (Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2.) Rate per cum after adding royalty @Rs 27.48/cum S.O.R. Item No. 3.17

Granular Sub-Base with Coarse Graded Material (Table :- 400- 1) Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. With Grading-I Material S.O.R. Item No. 4.01 B (I)

Construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, laggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. S.O.R. Item No. 6.01

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete stabs for 14-days using curing compound (where specified) and water finishing to 1501 lines and grade as per drawing and Technical Specification Clause R.W.D. S.O.R. Item No. 6.4

Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Ordinary kilometre stone (precast) S.O.R. Item No. 8.14 (ii)

Direction and Place Identification Signs with size more than 0.9 sqm size Board. (Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) For Information at the start of the Road S.O.R. Item No. 8.05

Retro-reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 60 cm x 45 cm rectangular for Villages & others S.O.R. Item No. 8.04 A (xii)

For turnings 60 cm equilateral triangle S.O.R. Item No. 8.04 A (iv)

E/W in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of stumps and other deleterious material and disposal utp a lead of 50m, dressing of sides and bottom backfilling in trenches with excavated suitable material. S.O.R. Item No. 3.13 (i) B

Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. (P.C.C. Grade M-15) S.O.R. Item No. 12.08 A Case II

Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. Random Rubble Masonry Work in Cement Mortar 1:3 in foundation (S.O.R. Item 12.07 (B)

Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 Random Rubble Masonry Work in Cement Mortar 1:3 in S/S S.O.R. Item No. 13.4 A

Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications (P.C.C. Grade M-15) S.O.R. Item No. 13.05 A (p)

Providing weep holes in Brick/stone masonry/ Plain/Reinforced concrete abutment, wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technicat specifications. (S.O.R.) Item No. 12.07 (B)

Pointing with cement mortar (1:3) on brick / stone masonary work in substrucutre as per technical specifications S.O.R. Item No. 13.02

E/W in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of stumps and other defeterious material and disposal utp a lead of 50m, dressing of sides and bottom bapkfilling in trenches with excavated suitable material. SOR ,Feu 3.13 (1) B

Construction of dry rubble flooring at cross drainage works for relatively less important works. S.O.R. Item No. 16.09

Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications (P.C.C. Grade M-15) S.O.R. Item No. 12.08 A Case - II

Plain/Reinforced cement concrete in foundation complete as per drawing and Technical Specifications (P.C.C. Grade M-20) S.O.R. Item No. 12.08 B Case I

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-20 in S/S) S.O.R. Item No. 13.5 B (P)

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15) A (P)

Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications (P.C.C. Grade M-25 in Deck Slab) S.O.R. Item No. 13.05 F (p)

Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications S.O.R. Item No. 14.04

Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications S.O.R. Item No. 13.06

Plastering with cement mortar (1:3) on brick / stone masonary work in substructure as per technical specifications S.O.R. Item No. 13.03

Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) S.O.R. Item No. 8.08

Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. S.O.R. Item No. 14.17 (ii)

Providing weep holes in Brick / stone masonry/ Plain/Reinforced concrete abutment wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications. (S.O.R. Item 13.08)

Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause S.O.R. Item No. (S.O.R. 13.09 (B)

Carriage of Materials (i) Stone Metal Av. Lead 32 KMP + 1 KMK

(ii) Stone Chips Av. Lead 32 KMP + 1 KMK

(iii) Sand Av. Lead 27 KMP + 1 KMK

(iv) Stone Boulder Av. Lead 32 KMP + 1 KMK

(v) Cement & Steel Av. Lead 10 KMP

Goods & Service Tax (G.S.T.) -

Labour Cess -

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