Military Engineer Services Tender

M&L for providing bituminous premixed semi dense asphaltic concrete 30 mm thick (consolidated thickness) with 5.50% binder of paving Bitumen VG-30 grade, content by weight of total mix including cement filler, on surfaces, rolled compacted with using 8 to 10 tonne capacity power roller to achieve the required compactness, camber and gradient mixed in hot mix plant using design mix and laid by mechnaical paver finisher complete all as specified and directed. NOTE:-(i) The actual binder content used shall be as per optimised content based on approved job mix formula irrespective of what ever indicated in Sch 'A'. (ii) Price adjustment shall be done on MINUS side only @ Rs. 45,000/- per MT (without considering the permissible tolerance on minus side) with reference to binder content indicated in Sch 'A'. (iii) No Price adjustment for Bitumen shall be done for variation on plus side. (iv) Please note that SDAC to be laid immediately after laying of BM. In case the SDAC could not be laid within 48 hours of laying of BM, primer coat @ 3Kg / 10Sqm to applied over freshly prepared bituminous surface and nothing extra shall be paid by the Govt. on this account. No claim what so ever shall be entertained by Govt on this account.

M&L repairs to pot holes of depth exc 30mm and area n.ex 1.00 Sqm each incl sweeping free from dust and mud or water scoring sunken surfaces in roads , cutting around edges up to 25mm in depth , sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and applying evenly priming tack coat with paving Bitumen VG-10 grade over the prepared surfaces by mechanical sprayer @ 5 kgs/10 Sqm, putting in premixed bituminous macadam well rammed and sealed with binder 9.80 kg per 10 Sqm blended with 0.09 cum of stone chipping of 6.3mm size and again well rammed including supply of premixed macadam binder and chippings complete all as specified and directed.

Demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness (below or above ground level) complete all as specified and directed.

M&L for 60mm thick coloured rubber moulded glossy finish machine pressed precast concrete interlocking paver block, M-35 Grade with pre-polished, coloured/ laquar finish any shape and size, as approved confirming to IS 15658-2006 over 40mm thick stone dust/ sand cushining complete all as specified and directed.

M&L for sand filling under floors or in foundations including watering and consolidation complete all as specified and directed.

M&L for PCC (1:3:6) type C1 (20 mm graded stone aggregate) as in coping, roof kerb, cill, bed block, block for insertion of hold fast of door and window with and including formwork complete all as specified and directed.

M&L for cement concrete work in road/ path/ hardstanding of flexural strength 40 Kg/sqcm in field using 400kg of cement per cubic metre thickness of concrete 25 cm or less complete all as specified and directed. Note: Cement OPC Grade 43 only will be use and same deemed included in the quated rate, no extra payment shall be made on this account.

M&L forming expansion joints 20 mm thick and thickness of concrete slab 150mm, filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing with sealing compound grade 'A' complete all as specified and directed.

M&L for forming contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound grade 'A' complete all as specified and directed.

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

M&L for preparation of existing bituminous surfaces, removing, dust, dirt grease and other foregion matters etc to receive the markign and M&L for thermo plastic (Reflective paint) as in line, dashes, arrows, letters etc of size exc 100mm wide marking, having 2.5 mm thickness (average) of uniform surface finish conforming to BS 3262 (Part 1) 1989 read in conjunction with the MOST specification 803 clause 4.2.2 on bituminous surfaces in white/yelow clour and super imposed with glass beads confirming to BS 6088 read in conjuction with and MOST specification 803 clause 4.3.3 complete all as specified and directed:- Note: - MOST specification 803 shall be followed strictly for execution of work & suitable machine shall be used for the marking as approved by the AGE(I). Shape & size/ patterns of marking shall be as approved by the AGE(I).