RWD/EE/SRK/03/ 2025-26 Construction of road from Dhatkidih main road to Ravilal Hembrom house via Sri Charu Kisku house and Sri Gurucharan Kisku house with Shaded Chabutra(Length 0.450K.M.),

Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area. S.O.R. Item No. 2.02

Clearing and Grubbing Road Land (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) By Manual means with In area of light jungle S.O.R. Item No. 2.03 (i) A

Compacting original ground supporting subgrade (Loosening of the ground upto a level of500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.) S.O.R. Item No. 3.20 Case-I

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 metres. By Mechanaical Means using Hydraulic excavator. S.O.R. Item No. 3.15(i)

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 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. (By Mix in Place Method) 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, aggregate 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. RCD S.O.R. Item No. 6.01

Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. Semi-Dense Bituminous Concrete, Grading-II (10 mm size) S.O.R. Item No. 5.7 (ii) 5.7(MORT&H 4th)

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-inCharge. 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. (DSR: 16.91.2)

Direction and Place Identification Signs upto 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 not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) S.O.R. Item No. 8.05

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. S.O.R. Item No. 8.13 B

Earth work in excavation of foundation in Ordinary Soil by Manual Means 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, backfilling the excavation earth to the extent required a nd utilising the remaining earth locally for road work. S.O.R. Item No. 3.13 (i) B

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

Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. PCC Grade M15 S.O.R. Item No. 12.08 A

Plain/Reinforced cement concrete in foundation complete as per drawing and Technical specifications. RCC Grade M20 S.O.R. Item No. 12.40 A Case-II

Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. PCC Grade M20 S.O.R. Item No. 13.05 B (p)

Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. Random Rubble masonry (coursed/uncoursed) S.O.R. Item No. 12.07 (B)

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications, Random Rubble Masonry (Coursed/uncoursed) S.O.R. Item No. 13.04 A

Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. Square Rubble Coursed Rubble masonry (first sort) S.O.R. Item No. 12.07 (A)

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. Coursed rubble masonry (first sort) S.O.R. Item No. 13.04 B

Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. Height upto 5m. PCC Grade M15 S.O.R. Item No. 13.05 A (p)

Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications, RCC Grade M25 S.O.R. Item No.13.05 F (p)

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

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

Pointing with cement mortar (1:3) on brick work in substrucutre as per technical specifications. S.O.R. Item No. 13.2

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 weep holes in Brick 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 No. 13.08

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. S.O.R. Item No. 15.24

E/W in excavation in foundation trenchse in hard soil……..do…..as per specification and direction of E/I. (5.1.1+5.1.2)

Providing coarse clean sand filling in foundation and Plinth ……..all Complete job 5.1.10

Providing designation 75 B one brick flat soling joints filling filled with local sand …………all complete job as per specification and direction of E/I. 5.6.3

Filling in foundation trenches and plinth in layers not exceeding 150 mm thick with earth obtained from execavation ……. All complete job5.1.7

Providing P.C.C M-150 with nominal mix of ( 1:2:4) in foundation sapproved quality of stone chips………. All complete job . 5.3.1.2

Providing R.C.c M-200 with nominal mix of ( 1:1.5:3) in band at plinth with approved quality of stone chips………. All complete job . 5.3.9.1

Providing designation 75 B one brick in C.M (1:6) in foundation plinth …………all complete job as per specification and direction of E/I.5.2.6

Providing and laying P.C.C or R.C.C . M-200 with nominal mix of (1:1.5:3) in foundation and plinth with approved quality of 20mm graded coarse aggreegate of required grade as per design ) and approved quality of sand of requisite F.M (2.5 to 3.0 ) washed and screened including necessary tools and plats , vibrating , curing royalty and all taxes etc. excluding cost of form work as well as reinforcement , its cutting bending and placing compelete job as per specification and direction of E/I. 5.3.9.1

Providing R.C.C - 200 with nominal mix of ( 1:1.5:3 ) in columns…………….all complete job 5.3.10

Providing R.C.C - 200 with nominal mix of ( 1:1.5:3 ) in Stair Case…………….all complete job 5.3.11

Providing RCC (1:1.5:3) in Roof slab ...do ..all complete job. 5.3.11

Providing fixing Stainless steel (Grade 304) railling made of hollow tubes ….do…do. 10.28 D-S-R 2019

Providing 12 mm C.P. ( 1:4 ) with cement mortar ….. All complete job. 5.7.2

Provoviding 6mm ceiling C.P ( 1:4) ……all complete job 5.7.6

Providig centring and shutring including strutting, propping etc.Lintel,beam. Plinth beam :-5.3.17.5

Providig centring and shutring including strutting, propping etc.Column :-5.3.17.6

Providig centring and shutring including strutting, propping etc.Roof Slab :-5.3.17.3

Stons Tiles (Polished) Works for wall Lining over12 MM thick bed of cememet mortar (1:3) (1 Cement 3 course sand) and Cement slurry @ 3.3 kg/m2 Ponting in white Cement Granite of any colour and shade DSR 2019 8.9.1.2

viding and laying Framed finished Granite stone flooring in required design …………….do…………do. 11.55.1 D-S-R 2019

Providing two coats of snowcem of approved shade and make over a coat of cement primer ….all complete job.5.8.24

Installatation , transpotation and costof Makarana marbal statue of Late Disom guru.

Add Sign board

Carraige of Materials :-(i) Cement Lead-5p Km

Providing M.s. reinforcement including cutting , bending , binding and pacing in position …. All complete job. 5.5.5

(iii) Sand :- Lead 27 km(1k+49P)

Per Thausand

(iv) Stone Chips :- lead 43 km (1 K +15P)

(vi) brick:-Lead-10km(2k+8p)

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

Labour Cess -