PROVISION OF APPROACH ROAD FROM MAIN ROAD TO GOC GUARD ROOM AT BINNAGURI MIL STN UNDER GE NORTH BINNAGURI

Amount

Surface excavation 30cm deep and averaging 15cm deep and getting out in soft/ loose soil complete all as specified and as directed by Engineer-in-charge.

Removing excavated Soil materials to a distance n exc 50m and depositing where directed at a level n exc 1.5m above the starting point, complete all as per specified and as directed by Engineer-in-charge.

M&L for 150 mm thick (spread thickness) soling with broken boulders or quarried stone, interstices filled, surface formed and rolled & consolidated to required gradient & camber with 8-12 tonne power roller, complete all as per specified and as directed by Engineer-in-charge.

M&L for 150 mm thick water bound macadam in two equal layers of 75 mm each (compacted thickness) with coarse aggregate of stone (Lime stone, sand stone, Flint or Quartzite) of grading - 2 ( 63 mm to 40 mm size ) or of grading - 3 ( 50 to 20 mm size ) and consolidated to required gradient & camber with 8 to 10 tonne power roller, complete all as per specified and as directed by Engineer-in-charge.

M&L for applying evenly a prime coat of cationic bitumen emulsion (SS-1) conforming to IS : 8887 at a rate of application of 0.70 - 1 kg/sqm on surface of WMM/WBM as specified in table 500-3 of Morth specification for road and bridge work 2013 using mechanical sprayer, complete all as specified and directed by Engineer-in-charge.

M&L for premix bituminous, macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) using paving bitumen Vg-30 @ 4% (minimum) by the weight of total mix of any pernetration compacted to required gradient and camber with 8 to 12 tone power roller, complete all as specified and directed by Engineer-in-charge. NOTE : (i) No extra allowances shall be admissible to the contractor if the bitumen content is required more than 4% by the weight of total mix as per approved design. The contractor shall quote the rate accordingly.

M&L for applying evenly a tack coat of cationic bitumen emulsion (RS-1) conforming to IS : 8887 at a rate of application of 0.20 - 0.30 kg/sqm on bituminous surface as specified in table 500-5 of Morth specification for road and bridge work 2013, using mechanical spraye after cleaning of existing surface by air compressor to remove all loose dirt etc., complete all as specified and directed by Engineer-in-charge

M&L for bituminous premix asphaltic semi dense concrete 40mm consolidated thickness (minimum) with 5.5% binder content of paving bitumen Gde-VG-30 by weight of total mix, rolled and compacted, mixed in mechanical hot mixed plant and pre-mixed material laid with mechanical paver, finished including rolling to required gradient and camber with 8 to 12 tonne power roller to required compaction complete all as specified in the relevant clauses of SSR Part-I (2009), complete all as specified and directed by Engineer-in-charge Note : (a) Rate deemed to be included for making good of any undulation/damages in wearing surfaces, where semi sense asphaltic concrete to be laid. (b) Semi dense ashphaltic bituminous concrete shall be designed as specified and binder content shall be provided as per design mix, contractor shall quoted his rates considering the bitumen contents as 5.5%. Any variation in binder content on minus side shall be adjusted at the rate of Rs 50.00 per kilogram of binder but vartiation in binder plus side shall not be paid extra contrator shall quote accordingly.

M&L for 2.5 mm thick painting to road surfaces as in lines, dashes, arrows, letters , zebra crossing etc on roads, pavements and like with thermoplastic road marking paint @ 5 kg/Sqm and applying glass beads @ 300 gms/Sqm over painted surfaces while the painted surfaces are hot by mechanical means including cleaning surfaces, complete all as specified and directed by Engineer-in-charge. (Note. The painting shall be carried out through mechanical appliances by the company's approved applicatior).

M&L for precast cement concrete (1:3:6) type C1 (using 20 mm graded crushed stone aggregate) as in apex stones, kerb ston or similar articles set in cement mortar 1:4, surface finished even and smooth using extra cement, complete all as specified and as directed by Engineer-in-charge.

Excavation in trenches n. exc 1.5m wide and n. exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc n. exc 10 sqm on plan and n. exc 1.5m in depth and getting out in soft/loose soil complete all as per specified and as directed by Engineer-in-charge.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25cm in hard/dense soil, complete all as per specified and as directed by Engineer-in-charge.

M&L for PCC (1:4:8) type D2 (using 40mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as per specified and as directed by Engineer-in-charge.

M&L for PCC 1:3:6 Type C2 (using 40mm graded crushed stone aggregate) as in foundation, bending and haunching of hume pipes concrete complete all as per specified and as directed by Engineer-in-charge.

S&F of Reinforced concrete 450 mm bore pipes, class class NP2, laid and jointed complete with one collars laid in trenches, jointed and tested complete all as per specified and as directed by Engineer-in-charge.

M&L for fly ash brick work with old size bricks, straight or curved on plan exc. 6m mean radius in cement mortar 1:4, complete all as per specified and as directed by Engineer-in-charge.

M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in CM 1:4 including, surface even & fair, complete all as specified and as directed by Engineer-in-charge.

M&L for PCC 1:2:4 , type B1, 20mm graded aggregate as in kerbs and other similar including form work (straight or curved), complete all as per specified and as directed by Engineer-in-charge.

M&L for preparing newly plastered surfaces of walls and applying three coats of white wash complete all as specified and as directed by Engineer-in-charge. Note:- The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender, from total amount of Schedule 'A'/BOQ.

SUMAN CHAKRABORTY (BID ID -3124295)

M/S RATNESH KUMAR SINGH (BID ID -3120532)