CWE BLY/GE(E)/23 OF 24-25 SPECIAL REPAIR TO ROAD AROUND THE OFFRS MESS AREA OF 6 MTN DIV SIG REGT AND PROVN OF INTERNAL ROAD OF MD ACCN P 218 TO P 221 (01 TO 04) AT MTTC AREA OF DEF AND EMP COY (HQ 6 MTN DIV AT BAREILLY

Amount

M&L for repair to potholes any depth, not exc 1sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) (including supply of raod metal) complete all as specified and directed.

Scarifying or picking gravelled ,macadam or bituminous macadam surfaces in area exc 400 sqm and n. exc 50 mm deep comple all as specified and as directed.

Scarifying or picking gravelled ,macadam or bituminous macadam surfaces in area n. exc 400 sqm exc 50 mm and n exc 100mm deep comple all as specified and as directed.

M&L for 10 cm thick(compacted thickness)WBM with coarse aggregate lime stone, sand stone, flint quartzite of grading 1(90 to 40mm size),spread rolled and consolidated to gradient and camber required with 8 to 10 tonne power roller complete all as specified and directed

M&L for preparing surfaces 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 etc and applying evenly a primimg/tack coat with bituminous primer at 10 kg per 10 sq metre(paving bitumen) VG-10 complete all as specified and directed

M&L for preparing existing black top surfaces of road by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and applying evenly a priming/tack coat with bituminous primer at 5 Kg per 10 sq metre using paving bitumen VG-10 complete all as specified and directed.

M&L for bituminous premix asphaltic semi dense concrete 30 mm consolidated thickness with 5.5% binder content of paving bitumen (VG-30 grade) by weight of total mix, rolled and compacted, mixed in mechanical hot mixed plant and premixed material, laid with mechanical paver finished including rolling to required camber and gradient complete with 8 to 10 tone power roller to required compaction complete all as specified and directed. Note :(i) Design Mix for SDAC shall be carried out through an authorised testing lab and the cost of testing shall be included in quoted rate. (ii) Aggregates for Bituminous works shall confirm to clause No 20 B 2.5 of SSR 2009 Part- I (Specifications) with the following Constraints:- Aggregate passing 13.2 mm IS Sieve -100 % . Aggregate passing 5.60 mm IS Sieve -40% to 50% , Aggregate passing 2.8 mm IS Sieve -30%to 35%

M&L Forming embankments including raising ( or lowering ) earth , spreading in layers n exc 30 cm thick ., watering, ramming/rolling and finishing to required size, shape, etc, n exc 1.5 m high from base complete all as specified and directed.

M&L for applying evenly a priming/tack coat with bituminous primer at 5 Kg per 10 sq metre using paving bitumen VG-10 over Bitumin macadam portion complete all as specified and directed.

M&L for Premix bituminous macadam with binder content of 4% by weight of total mix using paving bitumen VG-30 grade, laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) complete all as specified and directed. Note :(i) Aggregates for Bituminous works shall confirm to clause No 20 B 2.5 of SSR 2009 Part- I (Specifications) with the following Constraints:- Aggregate passing 26.5 mm IS Sieve -100 % Aggregate passing13.20 mm IS Sieve -60% to 80% Aggregate passing 4.75 mm IS Sieve -20% to 30% Aggregate passing 2.36 mm IS Sieve -5% to 10%

Supply and fixing in repair cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions complete all as specified and directed.

Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions complete all as specified and directed.

Supply and fix in repair solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. complete all as specified and directed.

Supply and fixing solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. complete all as specified and directed.

M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed.

Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in Soft/loose soil complete all as specified and directed.

Removing excavated material to distance n.exc. 50m and depositing where directed at a level not exc. 1.50 m above the starting point complete all as specified and directed.

Rolling and consolidating formation surfaces in cutting using 8 to 10 Tonne power roller completed all as specified and directed

M&L for 150 mm thick soling (or sub base) in two layer (Each layer 75mm thickness) with broken boulders or quarried stone inter stices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and directed. Note:- Each layer shall be measured separately.

M&L for 150 mm thick (compacted thickness) WBM in two layer with coarse aggregates lime stone, sand stone, flint or quartzite of grading 1 (63 to 40mm size) spread, rolled and consolidated to gradient and camber required with 8 to 10 tonne power roller complete all as specified and directed Note:- Each layer shall be measured separately.

M&L for providing and laying at or near ground level factory made curb stone of M-25 grade cement concrete in position to the required line, level, curvature, jointed with cement mortar 1:3 including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete all as specified and directed.

M&L for 75mm thick PCC 1:4:8 type D-2 (using 40 mm graded stone aggregate) as in sub base/sub floor etc. complete all as specified and directed.

M&L for Cement concrete pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80mm thickness M-40 Grade with grey cement and no pigment complete and all as specified and directed.

JALAKASH (BID ID -3089244)

M/s Agarwal Builders (BID ID -3083597)