CWE/GGN/FT-05/2025-26 REPAIR/ RESURFACING OF ROADS INCLUDING ROAD FURNITURE IN AOR OF GE (AF) FARIDABAD

Amount

Scarifying or picking gravelled exc 50mm deep but n exc 100 mm macadam or bituminous macadam surface in area not exc 400 Sqm and stacking complete all as specified and as directed.

M&L for Repairs to pot holes any depth, not exc 1 sqm 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 (including supply of road metal), watering, rolling and well ramming surface of road and applying tack coat @ 5 kg per 10 sq m (using paving bitumen of grade VG-10), putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10 sqm, using paving bitumen of grade VG-30) blinded with 0.09 cum of stone chipping , 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings). depth of potholes exc 30 mm complete all as specified and as directed.

M&L for Repairs to pot holes any depth, not exc 1 sqm 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 (including supply of road metal), watering, rolling and well ramming surface of road complete all as specified and as directed.

M&L 75 mm thick or less consolidated thickness Premixed Bituminous macadam of grade VG-30 penetration and using 12 to 25 mm graded crushed preheated stone aggregate, laid with the help of mechanical paver and rolled compacted to required gradient and camber with VIBRATORY ROLLER COMPACTOR of 8-12 tonne using 4% binders by weight to mix to make good depression/ pot holes complete all as specified and as directed. Note:- (a) The job design formula shall be got down from The mix design tests shall be carried out only in SEMT wing/Govt approved lab/National test House/Engineering College as approved by the GE before commencement of work. (b) As a result of job mix formula, if quantity of binder content works out to be more than 4% than no extra payment shall be made to the contractor and in case its quantity works out be less than 4% than minimum binder content of 4% givne herein above shall be provided. (c) The Job design shall be got down from approved lab and shall be approved by GE before commencement of work.

M&L for applying evenly a priming/tack coat with bituminious primer using paving bitumen of any penetration of grade VG-10 at 10 kg per 10 Sqm over surface complete all as specified and as directed .

M & L for preparing existing black top 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 including removing material to low lying area from MoD land complete all as specified and as directed.

M&L for applying evenly a priming/tack coat with bituminious primer using paving bitumen of any penetration of grade VG-10 at 5 kg per 10 Sqm over surface complete all as specified and as directed .

M&L for bituminous premixed semi dense asphaltic concrete 30 mm consolidated thickness using paving bitumen (VG-30) 5.5% binder content and filler by weight of total mix as per design mix, spread by means of self propelled mechanically spreader/paver, rolled and compacted to required camber and gradient complete , by using Vibro compactor roller 8 to 12 tonne capacity all as specified. NOTE: (i) The mix design tests shall be carried out only in SEMT wing/Govt approved lab/National test House/Engineering College as approved by the GE before commencement of work. (ii) In the even of variation in the mix design in the percentage of binder content on minus side the difference in quantity of binder content will be adjusted as per actual rate of procurement or market rate, which is more of Grade VG-30 bitumen. However no adjustment shall be applicable if excess quantity of binder content is used/ approved in the execution of work under this ite. (iii) Thickness of semi dense asphaltic concrete and qualities of materials as mentioned in particular specification /SSR are the minimum. The quoted rate shall also be deemed to include for provsion of more materials in comparison to those mentioned/ specified in the item, if shape all as directed by the GE. (iv) Hot mix plant of adequate capacity shall be used for heating and mixing stone and fine aggregate and binder (Bitumen) and semi dense asphaltic concrete shall be laid in single layer with self propelled mechanical paver all as directed by the GE. (iv) Contractor's quoted rates shall be deemed to include all these aspects.

M&L for preparation of black top surface of road and applying one coat of retro-reflective thermoplastic road marking paint conforming to clause No 803.4 of "Specification for Road & Bridge Works" issued by MORT&H (Ministry of Road Transport & Highway) complete all as specified and directed.

Supply and fix in repair solar cat eye aluminum alloy shall (100% water proofing design according to IP65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono crystaline 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 as directed.

S&F in repair Cat Eyes of aluminium alloy body solid of size 110 x 120 x 23.5 mm with PAMA striplers reflectors fixed on the road by using and incl MS stud of suitable size model No DA-972 as per manufacturer instructions complete all as specified and directed.

Supply and fix in repair dual directional solar road stud (Cat eye) made of aluminum alloy shell of having 10 tonns load bearing capacity of size 125mm x 125mm x 25mm (shank 65mm) die casted dynamically designed very high impact strength and consisting of protection glass and 100% water proof design according to IP67 minimum 06 os LED with minimum working hours 72-96 hours, view distance minimum 1000 mtr including 1.2V nickel metal hydride rechargeble battery to give back up for atleast 3 days as approved including fixed with epoxy completed as per manufactures instructions etc complete all as specified and as directed.

Supply and fixing in repair metal tubular delinator made out of ABS round body fitted with 02 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50mm dia mild steel pipe of 600mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflectors radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x30 mm) type B-1 complete all as specified and as directed.

Supply and fix HDPE spped bump in black and yellow combination of size 500x365x50mm fitted with epoxy (epoxy should be applied on over flat surface of speed bump) and 100mm nails complete all as specified and as directed.

Material and labour for surface dressing in soft / loose soil depth n exc 15cm complete all as specified and directed.

Material and labour for Hardcore of broken stone or boulders guage n exc 63mm deposited, spread and levelled in layers n exc 15cm thick incl watering and ramming to a true surface surface dressing in soft / loose soil depth n exc 15cm complete all as specified and directed.

M&L for 100 mm thick PCC in 1:2:4 type B2 (using 40mm graded aggregate) as in subbase complete all as specified and directed.

M&L for 100mm thick PCC 1:4:8 type D2 (using 40mm graded aggregate) as in sub base complete all as specified and directed.

M&L for machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 100mm thickness M-50 Grade with grey cement and pigment including 25mm compacted thickness of sand cushioning complete all as specified and directed.

M&L for machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thickness M-35 Grade with grey cement and pigment over sand cushioning complete all as specified and directed. Note : sand cushioning will be measured and paid seperately.

M&L for machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 80mm thickness M-40 Grade with grey cement and pigment over sand cushioning complete all as specified and directed. Note : sand cushioning will be measured and paid seperately.

Complete all as above item No 21 but except interlocking paver block complete all as specified and directed. Note : sand cushioning will be measured and paid seperately.

M&L for PCC in 1:2:4 type B0 (using 12.50mm graded stone aggregates) as in side of path/ benching/covereds fillets etc rounded or chamfered on edge complete all specified and directed.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete od size 450x300x150mm in position to the required line, level and curvature, jonted with cement mortar 1:3 (1 cement : 3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve not to more than 5 mm) including making drainage opening wherever required complete all specified and directed.

Dismentling wrought iron or mild steel works of any description complete all specified and directed.

S&F retro reflective sign board of size 3'.3"x5' fixed both sides on stainless steel frame. The board shall be made of Aluminium composite Panel (ACP) sheet 3 mm thick fixed on SS 304 series hollow tubular section of 40mm dia. The board shall be sheated with reflective tape of blue colour letter shall be writted colour writing of approved shape. the sign board supported on 2 Nos post of 60mm dia stainless steel pipe 304 series 3m long with round moulded design on top. Pipe fixed in ground with PCC 1:2:4 type B2 (using 40mm graded stone aggregate) upto depth 0.45m inlcuidng necessary excavation and PCC and dismentling of old existing board of any type and size complete all as specified and directed.

Dismentling of tiles/ interlocking tiles laid bedded and pointed in any mortar of any description or thickness in floor/ aprons etc complete all as specified and directed.

M&L for Sand filling/cushioning for laying of interlocking tiles (paving block) incl watering and consolidation complete all as specified and directed.

Removing/ getting out of excavated material/ spoil/ debbries dumped at site to a distance exceeding 500 m but n exc 1.5 km and depositing where dirceted at a level n exc 1.50 m above the starting point complete all as specified and directed.

Net Contract Sum will be after deducting Sch of Credit of Rs 21200.00

P R Constructions (BID ID -3397733)

NAVEEN KUMAR TYAGI (BID ID -3397774)

Capital Construction Company (BID ID -3405731)

PAWAN KUMAR (BID ID -3398158)

Singh Associates (BID ID -3395621)

R K GOEL ABHEY KUMAR JAIN (BID ID -3390752)