PROVN OF INTERNAL ROAD AND ALLIED INFRASTRUCTURE AT PETER-III GARRISON IN THE AOR OF AGE BR-I UNDER GE 874 EWS, JOB NO- 01/41 RR/2025-26

Amount

Rolling and consolidating formation surfaces in cutting with power roller exc 8 tonne and n.exc 12 tonne complete all as specified.

M&L 150 mm thick in two layer (compacted thickness) of WBM with coarse aggregate (type of aggregate granite/ trap or basalt) of grading-2 (63 to 40mm) size, spread, rolled and consolidated to gradient and required camber complete all as specified.

M&L for 30 mm thick sand cushioning under pavings block including watering and consolidation for ILCB complete all specified and directed.

M&L machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 100 mm thick M-50 grade complete all as specified.

M&L Providing, cement concrete 1:2:4, type B-I (using 20 mm graded stone aggregate) as in roof kerbs or mud stops, rounded or chamfered on edges complete all as specified.

Excavation in trenches n exc 1.5 m wide and n exc 1.50 m in depth & getting out in any type of soil complete all as specified and directed.

Returning, filling in, including spreading, levelling, watering & well ramming in layers n exc 25 cm with any type of soil complete all as specified and directed.

Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point and also using the same embankment of soil for retaining wall complete all as specified and directed.

S&F reinforced concrete pipes, class NP-3 OF 600mm bore laid in tranches and jointed complete with collars & side packing by returning ,filling etc.complete all as specified.

M&L PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in in foundations, filling and mass concrete complete all as specified and directed.

M&L brick work with sub-class 'B' bricks old size, straight or curved on plan exc 6 m mean radius built in cement mortar 1:4 including demolition of old unserviceable brickwork/stone masonry, built in cement mortar complete all as specified and directed.

M&L for rendering 15mm thick on stone masonry surfaces or brick work or on one side of lathing in CM 1:4 (using WPC as per manufacturer's instruction) finished even and smooth without using extra cement complete all as specified and directed.

M&L preparation of newly plastered surface of wall & applying two coat of white wash complete all as specified.

S&F retro reflective mandatory/ Regulatory sign boards (clear sign board size 0.90 m x 1.20 m plate both side sheet as per described) - sign board of 900 mm diameter with support length of 3750 mm and made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction by Engineer-in-Charge.

S&F retro reflective cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm and made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-Charge.

M&L for PCC 1:2:4, type B1 (using 20 mm graded stone aggregate) as in surface channels, drains including necessary formwork complete all as specified and directed.

M&L extra for forming fair finished drain or channel 45 cm inner girth in cement concrete using extra cement, including forms, moulds etc. complete all as specified and directed.

Removing excavated material to distance exc 250m but not exc 500m and depositing where directed at a level n exc. 1.5m above the starting point, complete all as specified.

Rough excavation not exc 1.5 mtr deep and getting out soft/loose soil complete all as specified and directed.

Excavating over areas, exc 30cm deep, and getting out in soft/loose soil complete all as specified and directed.

M&L walling of random rubble, coursed, well bonded, bedded and solidly hearted, built in CM 1:4 complete all as specified and directed.

M&L extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses complete all as specified and directed.

M&L providing, cement concrete 1:2:4, type B1 in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided in , water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed.

M&L 110mm Bore PVC pipes single socketed in any length with rubber ring joints fixed to walls concrete complete all as specified and directed.

M&L providing precast cement concrete 1:3:6, type C1 (using 20mm graded stone aggregate) as in bonders for stone walling and set in cement mortar 1:4 complete all as specified and directed.

M&L boulder filling dry, handpacked tightly and thickness at back of wall etc and raising or lowering to required level complete all as specified and directed

M&L raised pointing to random or polygonal rubble, uncoursed or brought upto courses in CM 1:4 complete all as specified and directed.

M/S MUSHTAQ AHMAD BHAT (BID ID -3469175)