Doomdooma/SOPD/ 4

Amount

1) Nikalbari to Magum Basti Road Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities,removing of all vegetation, cambering, watering, rolling with 8 to10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with crossfall from the road centre line to the outer shoulder edge with allowance,made for required quantity of shoulder materials to remain in place to contain the newgravel layer.Works to be carried out in accordance with Technical Specification and as directed by the Engineer.

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

2) Rupai TE Purona 6 No line Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities,removing of all vegetation, cambering, watering, rolling with 8 to10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with crossfall from the road centre line to the outer shoulder edge with allowance,made for required quantity of shoulder materials to remain in place to contain the newgravel layer.Works to be carried out in accordance with Technical Specification and as directed by the Engineer.

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

3) Re- Construction of Appraoch road of Br. No. 3/1 on Tongani Honjan Road Clearing and grubbing road land including uoroating wild vegetation,grass,bushesshrubs,saplingsand trees of grith upto 300mm ,removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used ,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.A. In area of non thorny jungle

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) Private Land

Metal Beam Crash Barrier, Type - A: "W" Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mm x 75mm x 5mm, 330mm long complete as per clause 810.)

Traffic Signs A) 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 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 I)900mm equilateral triangle

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1302

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Clause 1302 Stone/Boulder

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301

4) Brahmpur Line to Doomdooma Philobari PWD Road Via Gara Line Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities,removing of all vegetation, cambering, watering, rolling with 8 to10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with crossfall from the road centre line to the outer shoulder edge with allowance,made for required quantity of shoulder materials to remain in place to contain the newgravel layer.Works to be carried out in accordance with Technical Specification and as directed by the Engineer.

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

5) Dighaltarang Tin line road Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities,removing of all vegetation, cambering, watering, rolling with 8 to10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with crossfall from the road centre line to the outer shoulder edge with allowance,made for required quantity of shoulder materials to remain in place to contain the newgravel layer.Works to be carried out in accordance with Technical Specification and as directed by the Engineer.

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

6) Construction of SPT Bridge on Talap Bagan Gaon road (L=1x 16.00 M) Supplying and driving timber piles of 25cm to 30 cm diameter,dressed to heart wood including making length in every 30cm interval, coal tarring two (2)coats with best tar applied hot (Rate inclusive of the cost of the required quantity of tar.) (a) With pile Engine (i) Portion of pile actually driven underground

Supplying and driving timber piles of 25cm to 30 cm diameter,dressed to heart wood including making length in every 30cm interval, coal tarring two (2)coats with best tar applied hot (Rate inclusive of the cost of the required quantity of tar.) (a) With pile Engine (ii) Portion of pile remaining Above ground

Azar/ Nahar / Nageswar / Zarul work including supplying fitting and fixing complete with necessary M.S. bolts, nuts, nails, screw etc. and coal taming two (2) coats with best tar applied hot (Rate is inclusive of the cost of the required quantity of tar) Undressed in floor planks, collars, bracing, standards,wheel guards, struts and railings, runner belts, rail, posts etc

Azar/ Nahar / Nageswar / Zarul work including supplying fitting and fixing complete with necessary M.S. bolts, nuts, nails, screw etc. and coal taming two (2) coats with best tar applied hot (Rate is inclusive of the cost of the required quantity of tar) In trackway planks (alternate nailing to be done with decking in a seggragate way.)

Supplying, fitting and fixing timber beam and bearing beam rectangular in size fitted with M.S. etc. supplying spikes etc. as necessary and coal tarring two (2) coats with best tar applied hot as directed (Rate is inclusive of cost of the required quantity of tar ) Using Azar/ Nahar/ Nageswar/ Zarul Timber

Labour for fitting and fixing RSJ beam, Old CI saddle etc. in position including necessary scaffolding and fixing necessary bolts and nuts, painting two coats complete as directed (Tar Steel paints to be supplied by the contractor at his own costs) (350mm x 140mm)

Supply of R.S. Joist of Size 450 mm x 150 mm (@72.40 kg/m)

Supplying fitting and fixing "U" shaped flat iron strap making 0.5mx 0.3m size from 150mm x 12mm size MS flat including providing 10 bolts holes and fitting with 0.35 m long 20 mm dia MS bolts including fitting tightly with bearing beam, pile and RSJ beams etc. complete as directed.

Construction of embankm.ent 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) 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. (i) Private Land

GSB.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

7) Borgaon-Phillobari PWD road to Gokhai Ghar Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities,removing of all vegetation, cambering, watering, rolling with 8 to10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with crossfall from the road centre line to the outer shoulder edge with allowance,made for required quantity of shoulder materials to remain in place to contain the newgravel layer.Works to be carried out in accordance with Technical Specification and as directed by the Engineer.

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

8) Samdang TE 25 No. line to Jablapar road Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities,removing of all vegetation, cambering, watering, rolling with 8 to10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with crossfall from the road centre line to the outer shoulder edge with allowance,made for required quantity of shoulder materials to remain in place to contain the newgravel layer.Works to be carried out in accordance with Technical Specification and as directed by the Engineer.

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

9) 2 No.Borgaon to Moilajan River Road Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities,removing of all vegetation, cambering, watering, rolling with 8 to10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with crossfall from the road centre line to the outer shoulder edge with allowance,made for required quantity of shoulder materials to remain in place to contain the newgravel layer.Works to be carried out in accordance with Technical Specification and as directed by the Engineer.

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

10) Rupai Siding Bishnu Nagar to Bilashpur line Road Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities,removing of all vegetation, cambering, watering, rolling with 8 to10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with crossfall from the road centre line to the outer shoulder edge with allowance,made for required quantity of shoulder materials to remain in place to contain the newgravel layer.Works to be carried out in accordance with Technical Specification and as directed by the Engineer.

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

11) Sikari Bosti Tiniali to 2 No. Rumaigabhuru LP School Road Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities,removing of all vegetation, cambering, watering, rolling with 8 to10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with crossfall from the road centre line to the outer shoulder edge with allowance,made for required quantity of shoulder materials to remain in place to contain the newgravel layer.Works to be carried out in accordance with Technical Specification and as directed by the Engineer.

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

12) Talap Bagan gaon Tiniali to Talap Bypass Road Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities,removing of all vegetation, cambering, watering, rolling with 8 to10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with crossfall from the road centre line to the outer shoulder edge with allowance,made for required quantity of shoulder materials to remain in place to contain the newgravel layer.Works to be carried out in accordance with Technical Specification and as directed by the Engineer.

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

12) Tara TE Pacca line to Girja Playground Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities,removing of all vegetation, cambering, watering, rolling with 8 to10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with crossfall from the road centre line to the outer shoulder edge with allowance,made for required quantity of shoulder materials to remain in place to contain the newgravel layer.Works to be carried out in accordance with Technical Specification and as directed by the Engineer.

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