SPL REPAIR OF INSIDE PERIMETER ROADS AT AMN POINT AND INTERNAL ROAD OF MH UNDER GE SOUTH BINNAGURI

Amount

Schedule 'A'

M& L for Surface dressing n exc 15 cm deep for adjoining area complete all as specified and directed

M&L for preparing un-surfaced water bound macadam by brushing with wire brushes for removing caked mud etc sweeping with brooms & finally fanning the cleaned surface with gunny bags to remove all loose dirt etc, providing evenly a priming / tack coat with cationic bitumun (RS -1) @ 3.5Kg/per 10Sqm complete all as specified and directed.

Scarifying or picking, gravelled, macadam or bituminous macadam surfaces in area not exceeding 400 Sqm with depth exc. 50 mm but not exc. 100 mm including removing materials from site of work or stacking for re-use at site complete all as specified and directed.

Screening road metals, chippings, etc on the site of work where specially ordered including removing screened materials clear of screen and stacking in separate heaps for measuring complete all as specified and directed. (Material from both sides of screen measured)

Materials and Labour for 7.5cm thick (compacted thickness) WBM, with coarse aggregate of granite, trap or Basalt of grading 2 (63 to 40mm size), spread, rolled and consolidated to gradient and camber with 8 to 12 tonne power roller complete all as specified and directed.

All as per item No.3.00 here-in-above but except materials complete all as specified and directed (Note:- Serviceable materials shall be obtained from item No. 2.00 here in before for re-use).

M&L for premix bituminous,macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 50mm) using paving bitumen Vg-30 @ 4% (minimum) by the weight of total mix of any penetration complete all as specified and directed. NOTE : 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 Preparing of existing black top surface of road by brushing with wire brushes for removing caked mud etc. Sweeping with brooms and finally fanning the cleaned surface with gunny bags or by air compressor to remove all loose dirt etc and priming / tack coat with cationic bitumun (RS -1) @ 2.5Kg/per 10Sqm over black top surface complete all as specified and directed.

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) and as directed. Note : (a) Rate deemed to be included for making good of any undulation/damages in wearing surfaces, where semi dense 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 Kiligram of binder but variation on plus side shall not be paid extra contractor shall quote accordingly.

M&L for 2.5mm 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 as directed. (Note. The painting shall be carried out through mechanical appliances by the company's approved applicator).

M&L for repairs to potholes of any depth n. exc 1 sqm each including sweeping free from dust & mud etc, scoring sunken surfaces in road, path etc, cutting around edge to atleast 25 mm in depth, making good by applying tack coat with cationic bitumen (Rs 1) @3.5 kg per 10 sqm, putting in premixed bituminous macadam, well rammed including supply of premixed macadam, binder & chippings, complete all as specified and directed by Engineer-in-Charge. Note : BM and SDAC is to be measured separately under appropriatge items of this schedule)

S&F in repair for Bi-directional Abrasion resistant Raised pavement markers made out of micro prismatic tough polycarbonate lens of approved colour, Engineered thermoplastic body and fixed on the road with Epoxy including making good the disturbed portion of the road complete all as specified and as required at site.

M/S RATNESH KUMAR SINGH

S. G. CONSTRUCTION

M/S SARKAR BROTHERS