WORK SERVICES THROUGH RUNWAY REHABILITATION SCHEME (RRS) UNDER GE (AF) TECH AREA AT AF STN AGRA

Demolition of unreinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed.

Removing excavated material rocks / concrete slab / earth etc exc. 1.50 km but n exc. 5 km and depositing where directed complete all as specified and directed. Note :- 1. The necessary permission for dumping the excavated soil/ demolished materials from AFS Agra shall be taken by the contractor /bidder from the respective Municipal Corporation/Nagar Panchayat /Gram Panchayat/Nagar Nigam/Development Authority etc. as the case may be. 2. The quoted rates shall deemed to be included for the charges of disposal by the bidder. Nothing extra shall be paid to the contractor for the same.

M&L for Pavement quality concrete(PQC) of minimum 28 days field Flexural strength of 45Kg/ Sqcm or 4.5 Mpa, aggregate gradation as per Table 3 of IRC 15 2017, coarse aggregate of clean , hard strong, dense non-porous and durable pieces of crushed stone or gravel, fine aggregates of clean natural sand or crushed stone sand or combination of both using minimum 360 kg/cum of cement with non-circular virgin synthetic fibre of 12-18 mm length, specific gravity 1.34 to 1.39, UV stable, alkali resistant, with equivalent dia 15-40 micron, minimum melting temperature as 240°C and minimum tensile strength of 300 Mpa and at the rate as specified by the manufacturer. PQC laid, spread and compacted with slip-form paver of minimum 7.50 m width including necessary construction joints / dummy joints (Contraction joints) and expansion joints as the case may be as directed by the engineer in charge, including curing and tining by Texturing cum Curing Machine complete all as specified and directed. Required surface texturing to be done as specified in Clause 10.1.14 and Table 9 of IRC' 15-2017 complete all as specified and directed. Note:- (a) No price adjustment shall be applicable if excess quantity of cement than the minimum is used as per approved design mix in the execution of work under this item. (b) Cost of admixtures, fibers to maintain as required by design mix is deemed to be included in the quoted rate. (c) Maximum cement content shall be 425 kg per cum and design mix shall be based on the same.

M&Lfor supplying and laying 400 micron thick HDPE sheet (Virgin Quality) water proof, wrinkle free without puncture having minimum weight 390 gm/Sqm over tack coat / sand cushion as specified in the design with overlap between adjacent strips and at transverse joints as minimum 300mm complete all as specified and directed. Note:-1. Side lap and end lap shall be provided wherever required. The rate quoted by the bidder shall be deemed to included for such side / end lapse. 2. Clear flat area after providing sheet shall be measured and considered for payment pupose and nothing extra shall be allowed for side / end lapse.

M&L for Providing and Laying Dry lean Concrete (DLC) 150 mm thick of aggregate gradation as per Table 1 of SP 49:2014 having 7 day average compressive strength not less than 7 MPa Minimum cemen content not less than 140 Kg/Cum DLC mixed in Batching Plant, transported to site and laid by electron ic sensor paver including spreading and compacting usign high amplitude tamping bars of paver (initial compaction) further by double drum smooth wheeled vibratory rollers with 80-100 KN static weight to achieve minimum dry density not less than 98% of maximum Dry Density, necessary finishing etc complete all as specified and tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge work 2013 complete all as specified and directed

M&L for applying evenly a priming / tack coat with bituminous primer at 10 Kg per 10 sq meter complete all as specified and directed.

M&L for premix bituminous macadam (using paving bitumen VG-30) of consolidated thickness 75mm or less with 4.5% binder content by weight of total mix, mixed in automatic hot mix plant, laid by using self propelled mechanical paver & rolled and compacted to required gradient and camber with 8 to 10 tonne power roller to achieve uniform smooth surface etc complete all as specified and directed.

M&L for 30mm thick (Consolidated thickness) bituminous premixed Semi Dense Asphaltic Concrete(SDAC) with 5.5% binder content (VG-30) by weight to total mix, Mixed in automatic hot mix plant, laid by using self propelled mechanical paver, rolled and compacted to required camber and gradient with 8 to 12 tonne capacity power roller to a uniform smooth surface complete all as specified and as directed. Note :- The actual requirement of binder shall be as per the job mix design and the tests specified. However quantity of bitumen from the mix design found more than specified 5.5%, the same shall be provided with no extra cost to the Govt. In case binder content found to be less than 5.5% as per mix design, the same shall be regularised as per actual mix design with minus price adjustment for less bitumen at market rate at the time of execution. The quantity of 5.5% mentioned is exclusive of any wastage and no wastage shall be taken into account for the purpose of above adjustment.

M&L for Laying and compacting 200 mm thick (compacted thickness) Wet Mix Macadam (WMM) laid in two layers of 100 mm each, grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013, manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight and consolidating to required gradien and camber complete . The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013 complete all as specified and as directed..

Use & waste of Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for fair finished surface complete all as specified and as directed..