Military Engineer Services Tender

M& L for applying evenly a priming/tack coat with bituminous primer @ 10 kg per 10 sqm using 80/100 paving bitumen VG 10 grading complete all as specified and directed.

M&L for Premix bituminous, macadam with paving bitumen any penetration macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) with binder content 4% by weight of total mix complete all as specified and directed.

M& L for applying evenly a priming/tack coat with bituminous primer @ 05 kg per 10 sqm using 80/100 paving bitumen VG 10 grading 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% Note:- Design mix for Srl item No. 3 & 20 shall be based on job mix formula, in case the binder content (i.e. Bitumen) is less than the content specified under these items then a minus adjustment @ Rs 40/- per kg of bitumen (less consumed) shall be applied on the quoted rate of contractor against these items, hence the quoted rate of contractor shall be reduced based on less content of bitumen required as per job mix formula. However, no price adjustment on plus side shall be made for increase of quantity of bitumen in case of required as per job mix formula.

Material and labour for painting lines, dashes, arrows letter, marking etc on roads, pavments and like etc exc by providing 2.5mm thick thermoplastic hot applying paints of approved make road marking of approved shade and shape with automated machine adhering of exc 10 cm wide complete all as specified and directed.

M&L for Forming embankments for 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 1.5m high from base as in berm filling both side of road complete all as specified and directed. (Note - Soil will be taken within defence land)