PROVN OF INTERNAL ROADS FOR (I) ARTY BDE AT NURLA UNDER GE (I) (P) NO 1, LEH

Amount

M&L for rough excavation not exceeding 1.50 m deep and getting out in hard and dense soil, complete all as specified and as directed.

M&L forming embankments incl raising (or lowering) earth, spreading in layers n. exc 30 cm thick, watering, ramming/rolling and finishing to required size, shape etc, n exc 1.50m high from base complete all as specified and as directed.

M&L removing excavated soils not exc 50m and depositing where directed as the level not exc 1.50 m above the starting point, complete all as specified and as directed by Engr-In-Charge.

Excavation over area n exc 1.50m deep and getting out in hard/dense soil complete all as specified and as directed by Engr-In-Chrage.

Excavation over area exc 1.50 m but n exc 3.00m deep and getting out in hard/dense soil complete all as specified and as directed by Engr-In-Chrage.

M&L for surface excavation n. exc 30cm deep and averaging 15cm deep and getting out in hard/dense soil, complete all as specified and as directed.

M&L for rolling and consolidating formation surfaces with power roller exc 8 tonne and not exc 12 tonne including filling (if required) in hollow and depressions, soft spots etc, which occur during rolling, watering as necessary and consolidating (for portion coming in cutting/original ground only) to required level, camber and gradient keeping roller wheels wet etc, complete all as specified and as directed by Engr-In-Chrage.

M&L for soling (or sub base), 200mm thick spread thickness), with broken boulders (granite or trap or basalt stones) of size range 100mm to 50mm, deposted, spread, leveled in one layer, interstices filled, surface formed, rolled and consolidated upto achived true surface and required gradient and camber with 8 to 12 tonne power roller, complete all as specified and as directed by Engr-In-Chrage. Note : Only broken boulders/ stone of specified size to be brought at site. Manual crushing of boulders/ stone shall not be allowed on site.

M&L for 150mm thick (Compacted thickness) WBM in two layers 75mm thick each layer with coarse aggregates granite trap or basalt of grading 2 (63 to 40mm size) spreading, compaction with 8 to 12 tonne power roller and consolidated upto achived true surface and required gradient and camber, complete all as specified and as directed by Engr-In-Chrage.

M&L for applying evenly a priming/tack coat with VG-10 grade bitumenous primer @ 10 kg per 10 Sqm using paving bitumen after necessary prepration of WBM surface by brushing with wire brush for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc, complete all as specified and as directed.

M&L for Premix Bituminous Macadam using VG-10 Grade bitumen, laid/rolled and compacted by 8 to 12 tonne power roller upto remove all voids and achived true surface required gradient and camber with 4% of bituminous binder content by weight of total mix, thickness as directed by Engineer-in-Charge complete all as specified and directed.

Applying evenly a priming/tack coat with bituminous primer VG-10 grade bituminous primer @ 5 kg per 10 Sq meter, complete all as specified and as directed.

M&L for bituminous premix semi dense asphaltic concrete carpet 40mm thick consolidated thickness 5.5% binder Content by weight of total mix using VG-10, on mechanical hot mixed plant and laid with mechanical paver rolled and compacted to required camber and gradient with 8 to 12 tonne power roller upto removed complete voids and achieved true surface to required compaction, complete all as specified and as directed.

Marking the dashes, arrows etc exc 10 cm wide on road surfaces, using hot applied thermoplastic road marking paint 2.00 mm thick mixed with radium glass beads @ 250gm/Sqm with automatic machine to provide reflectivity and night vision (approximate temperature being 200 degree at the time of laying) including cleaning the surface of all dirt and other foreign materials, demarcation at site and control complete, all as specified and directed.

S& F of ACP Road sign borad of size 150cmx120cm, minimum thickness of ACP sheet 3mm on reflective laminated sheet any colour as requirement of user of surrounding 25mm SS tube (wall thickness of tube not less than 3mm) frame with 50mm SS supporting poles with required design (wall thickness of tube not less than 3mm) frame with reflective logo on board and reflective markings, (colours and font size of words required by user) fixed sides of road with 600x600x600mm PCC (1:3:6) including necessary form work and earthwork, complete all as specified and as directed by Engr-in-Charge.

S&F for 300mm dia reinforced concrete pipes with collar class NP3, laid and jointed with cement jute confirming to IS-783 of 1985, complete all as specified and directed by Engr-In-Charge.

M&L for Cement concrete 1:3:6 type C-2, bed to drain pipes size 300 including necessary form work, packing under and completely surrounding pipes with concrete after they are laid and tested, complete all as specified and as directed.

M&l for returning filling in including, spreading, levelling, watering and well ramming in layers not exc 25cm thick in hard /dense soil, complete all as specified and as directed by Engr-In-Charge.

M&L for providing and laying precast kerb stone of size 300x250x100mm with precast cement concrete type B1 1:2:4 mix using 20mm graded crushed stone aggregate confirming to IS 5758 of 2020 set in cement mortar 1:4 modular design including painting on visible surface complete all as specified and directed by Engr-In-Charge.

M&L for excavation in trenchess, n exc 1.50m wide and n exc 1.5 m in depth, for foundation etc, or for shafts wells, cesspits, manholes, pier holes, etc, n exc 10 Sqm on plan and n exc 1.50 m depth and getting out in hard/dense soil, complete all as specified and as directed by Engr-In-Chrage.

M&L for PCC 1:3:6 type C-2 (using 40mm graded crushed stone aggregate as in foundation filling and mass concrete complete all as specified and as directed.

M&L for walling of random rubble stone masonary brought up to course well bonded bedded and solidly hearted, built in cement mortar (1:4) and pointing flush the surface in contact with earth in same mortar as in work proceeds, including providing necessary weep holes at 2 m center to centre (stagged) as specified as shown on dwg complete all as specified and as directed by Engr-In-Chrage.

M&L for Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints as specified and random rubble walling lime or sand stone, uncourse or brought up to courses with maximum depression on face from straight edge held against dressed surface n exc 40mm, complete all as specified and as directed by Engr-In-Chrage.

M&L for keyed pointed to random or polygonal rubble, uncoursed or brought up to course in cement mortar 1:3 complete all as specified and as directed by Engr-In-Chrage.

M&L for PCC (1:2:4) type B-0 (using 12.50mm graded crushed stone aggregate) in coping and the like including weathering slightly rounded/chamferred angle with and including necessary use and waste of formwork for fair faces of concrete complete all as specified and as directed by Engr-In-Chrage.

Taru Enterprises Pvt Ltd

AMAAN ENGINEERS

SHIV CHARAN GUPTA AND SONS