SPL REPAIR TO PERIMETER ROAD AT CERTAIN LOCATIONS OF MISA CAMP UNDER GE(S) TEZPUR

Amount

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 loose dirt etc complete all as specified and directed.

M&L for Premix bituminous macadam with 4% binder content by weight of total mix laid/rolled and compacted to required gradient and camber and gradient complete and rolled with mechanical paver of power exc 8 ton n exc 12 ton ,complete all as specified and as directed. Notes:- The contractor's quoted rates shall also be deemed to include the following elements: (i) The contractor shall get the mix design done through National Test House, SEMT wing CME, Regional Research Labs, IITs, National Institutes of Technology, Govt Engineering College or any Govt laboratories and the same shall be got approved from the GE before providing Bituminous Macadam. (ii) In case of variation in the bitumen content as per approved design mix in comparison with the bitumen content as specified above, the variation in quantity of bitumen shall be adjusted @ Rs.42 per Kg.

M&L for applying evenly a priming/tack coat RS1 grade cationic emulsion @ 2.5 Kg/10 Sqm using mechanical sprayer over prepared surface of black top complete all as specified and directed.

M&L for Bituminous premix semi-dense asphaltic concrete (SDAC) 40 mm consolidated thickness with 5.5% binder content of Paving bitumen content by wieght of total mix, rolled and compacted to required camber and gradient complete and rolled with mechanical paver of power exc 8 ton n exc 12 ton complete all as specified and directed. (Note - Design mix report shall be submitted prior to execution by the contractor . The cost for necessory report shall deemed to be included in the item by the rate quoted contractor. ) (Note: contractor to submit batch mix report from plant for every batch before laying of SDAC. The batch mix report shall contain bitumen content in percentage by wt , aggregate percetages by wt and cement content ) Notes:- The contractor's quoted rates shall also be deemed to include the following elements: (i) The contractor shall get the mix design done through National Test House, SEMT wing CME, Regional Research Labs, IITs, National Institutes of Technology, Govt Engineering College or any Govt laboratories and the same shall be got approved from the GE before providing Bituminous Macadam. (ii) In case of variation in the bitumen content as per approved design mix in comparison with the bitumen content as specified above, the variation in quantity of bitumen shall be adjusted @ Rs.42 per Kg.

M&L for providing and applying 2.5 mm thick road marking strips (retro reflective) with glass beads of specified shade/colour using hot thermoplastic material by fully/semi automatic thermoplastic material applicator machine filled with profile shoe, glass beads dispensers, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P cleaning the road surface of all dirt, seals, oil, grease and foreign materials etc complete all as specified and as directed.

Supply and fix road stud DA-972(108x100x20mm-76 grms) made of ABS materials with two reflector fitted dynamically and designed to bear load up to 25 tonne with impact strength 253 KN of weight 130 gms(approx) and color as approved by GE complete all as directed.

Manufacturing, supplying and fixing retro reflective/imformatory Cautionary /warning sign boards of any size and shape as directed 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 S S tabular section of standard size along with theft resistantmeasures, mounted and fixed with 2 Nos. S.S. tabular vertical poles and connected items cmplete as per MORTH specifications.back side 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 RCC hume pipe NP-2 grade joineted complete with collar 300mm internal dia

Excavation in trenches néxc. 1.5m wide and néxc. 1.50m depth and getting out in soft / loose soil

Excavation in trenches néxc. 1.5m wide and néxc. 1.50m depth and getting out in hard disintegrated rock

M&L for PCC 1:4:8 type D-2 (using 40mm graded agg) as in foundation, filling and mass concrete.

M&L for Returning, filling in hard soil, including spreading leveling, watering and well ramming in layers not exceeding 25cm.

M&L for Removing excavated soils n.exc50m and depositing where directed at a level n.exc 1.5mabove the starting point.

M&L for MS framed work such as grills, gratings, etc.. with ends of bars shouldered , walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed.

NOTES: 1. The amount of schedule of credit shall be deducted from the total of this BOQ for arriving at contract sum. 2. The rates for RCC/PCC shall deemed to include the cost of formwork, shuttering etc., required for complete and proper execution of the item. Refer Schedule "A" notes for details.

M/S H. I. ENTERPRISE (BID ID -3117340)