CA No CWE SGNR 49 OF 2021-22 ADDITION/ALTERATION TO APPROACH ROAD TO 486 COY FROM TCP-2 AT SRI GANGANAGAR MIL STATION

Amount

Surface excavation n.exc 30 cm deep and averaging 15 cm deep and getting out in soft / loose soil including surface preparation as per proper gradiant and camber with well ramming complete all as specified and directed by Engr-in-Charge.

Rolling and consolidating foundation surface in cutting and filling with power roller exc 8 tonne and n.exc 12 tonne complete all as specified and directed by Engr-in-Charge.

M&L for 150 mm thick soling (or Sub base with broken boulders or quarried stones, inter stices filled surface formed and rolled and consolidated to required gradient and camber complete all as specified and directed by Engr-in-Charge.

M/L for 150mm thick (compacted thickness) WBM in two layers (7.5 mm thick each layer) with coarse aggregate of Granite, trap, or basalt of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mmsize), spead rolled with power roller exc 8 tonne but not exc 12 tonne to from true surface binded and consolidated to reuired gradient and camber complete all as specified and directed by Engr-in-Charge.

M&L for preparing surface by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt on unsurface WBM and applying evenly a priming / tack coat with bituminous primer paving bitumen VG 10 grade @ 10 Kg per 10 sq metre over new WBM surface complete all as specified and directed by Engr-in-Charge.

M&L for preparing surfaces by brushing with wire brushes and mechanical compresser for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surface with air compress to remove all loose dirt etc. on black top and applying evenly a priming/tack coat with bituminous primer (paving bitumen) (VG-10) @ 5 Kg per 10 Sqm with paving bitumen complete surface complete all as specified and directed by Engr-in-Charge.

M&L for bituminous premix semi dense asphaltic concrete 40mm consolidated thickness with 5.5% binder (bitumen of grade VG-30) content by weight of total mix using mechanical paver, rolled and consolidated to required camber and gradient with 8 to 12 tonne power roller to a uniform smooth surface complete all as specified and directed by Engr-in-Charge.

M&L for bituminous premix semi dense asphaltic concrete 30mm consolidated thickness with 5.5% binder (bitumen of grade VG-30) content by weight of total mix using mechanical paver, rolled and consolidated to required camber and gradient with 8 to 12 tonne power roller to a uniform smooth surface complete all as specified and directed by Engr-in-Charge.

Repair to pot holes any depth n. exc 1 Sqm each incl sweeping free from dust & mud, or water, scoring sunken surfaces in road, paths etc cutting around edges to at required depth making good by applying tack coat @ 5kg per 10 Sqm putting in premixed bituminous macadam well rammed and sealed with binder 9.80 Kg per 10 Sqm blinded with 0.09 Cum of stone chipping 6.3 mm size and again well rammed depth of pot holes exc 30mm (including supply of Premixed macadam,binder and chippings) complete all as specified and directed by Engr-in-Charge.

M&L 100 mm thick cement concrete type D2, 1:4:8 (Using 40mm graded stone aggregate) filling and mass concrete complete all as specified and directed by Engr-in-Charge.

M&L for sand filling (25mm thick) under floors or in foundations including watering and consolidation complete all as specified and directed by Engr-in-Charge.

M&L for precast machine pressed rubber moulded concrete colour (Red/Yellow) interlocking paver block of any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 Grade set jointed & pointed in neat cement slurry in floor/paving /path etc complete all as specified and directed by Engr-in-Charge.

M/L for Cement concrete type B-1, 1:2:4 (20mm graded aggregate) as in kerb stone including excavation in trenches in soft /loose soil complete all as specified and directed by Engr-in-Charge.

M&L for PCC 1:3:6 type C2, (40 mm graded stone aggregate) as in encasing of pipe complete all as specified and directed by Engr-in-Charge.

M&L for Reinforced concrete 150 bore of pipes, class NP2 , laid and jointed complete with collars complete all as specified and directed by Engr-in-Charge.

M&L for painting lines, dashes, arrows, letters etc on roads / on path / on kerb stone / on pavements and the like exc 10 cm wide with road marking paint, white or golden yellow/ black including preparation of surfaces complete all as specified and directed by Engr-in-Charge.

Removing excavated material n exc. 50 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed by Engr-in-Charge.

Returning, filling in, including spreading, leveling, watering and well ramming in soft/loose soil in layer not exceeding 25 cm thick complete all as specified and directed by Engineer - in - Charge.

S&F Road side motivational / informatory sign boards made out of 4mm thick ACP retro reflective sheeting of high intensive prismatic grade confirming to IRC of size (24" x36") with reflective vinyl printing both side and framed properly in 2" bore stainless steel pipes and covered each end with 3" dia SS knob. Height of frame 52" above ground by means of properly designed foundation with M-15 grade cement concrete 45cm x45cmx60cm including excavation etc complete all as specified and directed by Engr-in-Charge.

M&L, two plastic emulsion paint over a coat of priming on walls/kerb stone including preparation of new surface complete all as specified and directed by Engr-in-Charge. Note : plastic emulsion paint should be black/white strip on kerb stone. ------------------------------------------------------------------------- Note : A sum of Rs. 1200.00 will be deducted on account of credit for dismantled/ demolished / taken down material. Please refer details on Srl Page No. 18 (Schedule of Credit) of Tender document

M/S BUDHRAM BISHNOI