PROVN OF ROAD FROM ECHS TO AUDITORIUM, LUNDRY TO EXISTING ROAD BEHIND BLDG NO. P-02, CONSTRUCTION OF ROAD FROM ELGIN ROAD TO RANI JHANSI MARG, SPL REPAIR TO ROAD FROM RP GATE NO. 01 TO PT GROUND AND AROUND GUN SHEDS AT NEW CANTT UNDER GE (WEST) PRAYA

Amount

Surface excavation in soft/loose soil n.exc 30cm deep and averaging 15cm deep and getting out including cutting to required gradient and camber as for formation of roads or berms complete all as specified and directed.

Description same all as Serial Page item No. 1.00 here in above, but add for each 3cm depth or part there of over or under 15cm average depth complete all as specified and directed.

M&L for rolling and consolidating formation surface of road with 8 to 12 tonne power roller including filling in depression which occur during the process of rolling of formation to required level, gradient camber and super elevation including necessary watering & filling complete all as specified and directed.

Removing excavated soil to a distance n.exc 50m and deposited where directed at a level n.exc 1.5m above the starting point complete all as specified and directed.

Removing excavated material (Soils) to a distance exc 1.50 Km but n.exc 5 Km and deposited at a level n.exc 1.5m above the starting point complete all as specified and directed.

M&L for 150mm thick (spread thickness) soling or sub base with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber using 8 to 10 tonne power road roller complete all as specified and directed.

M&L for 150mm thick (compacted thickness) WBM with coarse aggregates of grading 2 (63 to 40mm size) or grading 3 (50 to 20mm size), in two layers of 75mm thick each using granite, trap or basalt stone aggregate, spread, rolled and consolidated to gradient and camber required using 8 to 10 tonne power road roller complete all as specified and directed. Note : Each layer shall be laid and rolled separately.

M&L for preparing WBM surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. and applying evenly a priming / tack coat with paving bituminous primer VG-10 grade @ 10 Kg per Ten Sqm on WBM surface and applying 40mm thick (consolidated thickness) bituminous premixed semi dense asphaltic concrete with 5.5% paving bitumen binder content VG-30 Grade by weight of total mix, rolled and compacted to required camber and gradient to a uniform smooth surface with 8 to 10 ton power roller complete all as specified and directed.

M&L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc and the like n.exc 10cm wide on roads pavements wtih hot applied thermo plastic road marking paint of approved colour confirming to BS : 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed.

M&L for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed wtih cement mortar 1:3 (1 cement 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete all as specified and directed.

M&L for premix bituminous macadam laid, rolled and compacted to required gradient and camber using binder (paving bitumen VG 30 grade) with 4% by weight of total mix all as specified (consolidated thickness 75 mm or less) all as specified in particular specifications. Note:- (i) The quoted rate shall be worked out on the basis of binder contents (bitumen VG-30 grade) of 4% by weight of total mix. (ii) Work shall be executed as per design mix as approved by GE and less bitumen shall be deducted from the quoted rate.

M&L for continuous brick edging with with equal to length of the brick, laid dry on edge vertically with old size sub class 'B' bricks complete all as specified and directed.

M&L for cleaning dirt, oil/ grease spots and foreign materials etc, from road surface and applying 2.5mm thick thermo plastic (retro reflective) road marking paint for marking white traffic lines, straight or curved, having clear and sharp edges over road surfaces by using thermo plastic paint applicator machine and necessary T&P, including cleaning of roads surfaces, heating the paints within temperature limits specified by the manufacturer, making proper arragement for traffic during operation etc. complete all as specified and directed. Make: Asian/ Nerolac/ Berger Paints. NOTE: (a) Thermo plastic paint material shall consist homogeneously composed of pigment, resins and glass reflecto rizing beads in required proportion as per MORTH specification and conforming to relavent IS. (b) The Contractor will made proper arrangement for traffic diversion and safety rules during laving of painting on Roads.

S&F solar stud aluminum alloy powered by Monocrystal solar panel (2.4 V/1600MA), LED 10mm total 6 peice of 3 on each side view distance 1000 Mtr 12 Hour continous lighting at night and poly carbonate 6 LED Flat Base including required adhesive for fixing arrangements complete all as specified and directed. Make :- TATA Solar BP or 3M.

S&F in repair cat eyes with double shank ABS body with scratch and abrassion resistant, micro prismatic, polycarbonate and ultrasonically welded lenses, temperature resistance body of size 100mmx90mmx18mm fixed on road with bituminous adhesive as per manufactures instruction having resistant creamer coating and reflective surface complete all as specified and directed. Make-3M/Dark Eye/ Avery denson

Removing excavated material exc 250m but n.exc 530m and deposited at a level n.exc 1.5m above the starting point complete all as specified and directed.

Excavation in trenches n.exc 1.5m wide and n.exc 1.5m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan, not exc 1.5m in depth and getting out in soft/ loose soil complete all as specified and directed.

Returning filling in including spreading, levelling, watering and well ramming in layers n. exc. 25cm thick in soft/loose soil complete all as specified & directed.

M&L for cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate, as in foundations, filling and mass concrete including taking down existing concrete sub base of floor complete all as specified and directed.

M&L for brick work with Fly Ash old size bricks, straight or curved on plan exceeding 6m mean radius built in cement mortar 1:6 complete all as specified and directed.

M&L for rendering 15mm thick in CM 1:4 on fair faces of brick work or concrete surfacesl and finished surface fair and even , complete all as specified and directed.

M&L for 80mm thick M-40 grade factory made rubber moulded factory made vibratory compected cement concrete interlocking paver block pre-polished in approved design and colour conforming to IS 15658-2006 with cement and pigment as approved laid over and including 30mm thick sand cushion and joints filled with sand complete all as specified and directed.

M&L for hard core with broken bolder of gauge n.exc 63mm deposited, spread and levelled in layers n.exc 15cm thick, watered and rammied to a true surface complete all as specified and directed.

M&L for two coats of synthetic enamel paint over a coat of primer on new plastered surfaces of wall including preparation of surfaces over 10cm not otherwise described complete all as specified and directed.

Demolition of brick work or stone/ boulder masonry, built in cement mortar or cement lime mortar including all quions, arches, pillars, etc. but excluding ashlar facing, dressed stone work and precast concrete articles etc. complete all as specified and directed.

M&L for precast cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in surface channels and drain complete all as specified and directed.

M&L for PCC (1:2:4) type B-0 using 12.5mm graded stone aggregate as in cills, plinth courses, parapets, copings, bed plates and the like including weathering, slightly rounded or chamfered angles and throating, as directed complete all as specified and directed.

M&L for precast cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in manhole, drain covers, shelves copings, edging concrete for paver blcok and similar works set in cement mortar 1:4 including necessary formwork complete all as specified and directed.

M&L for TMT bars 10mm dia and over cut to length, bent to shape required including cranking, bending spirally for hooping for columns and binding with and including mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed.

M&L for repair to potholes any depth, not exc 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 30 mm in depth, making good by applying tack coat @ 5 Kg per 10 Sqm with paving bitumminous primer VG-10 grade and putting required (consolidated thickness) bituminous premixed asphaltic semi dense concrete with 5.5% paving binder content VG-30 Grade by weight of total mix, rolled and compacted to required camber and gradient to a uniform smooth surface with 8 to 10 tonne power roller for pot holes exc 30mm depth complete all as specified and directed.

M&L for preparing black top surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. and applying evenly a priming / tack coat with paving bituminous primer VG-10 grade @ 5 Kg per Ten Sqm on black top road surface and applying 30mm thick (consolidated thickness) bituminous premixed semi dense asphaltic concrete with 5.5% paving bitumen binder content VG-30 Grade by weight of total mix, rolled and compacted to required camber and gradient to a uniform smooth surface with 8 to 10 tonne power roller complete all as specified and directed. NOTE: (i) Bituminous premix asphaltic semi dense concrete work shall be executed as per design mix as approved by GE. (ii) The binder content specified is minimum. Any variation in binder content during design mix at site on plus side shall be borne by the contractor without any extra cost to Government. (iii) Premixing shall be done by using Hot Mix plant and laying shall be done by using mechanical paver. complete all as specified and directed.

S&F in repair solar stud alumininum alloy powered with high efficiency solar monocrystalline solar panel (3.0 V/0.3 watt) Ni-MH rechargeble battery (1.2V/1.3AH) with 6 super bright LEDs 8mm, flash rate 60 to 70 times per minute normally, dimension-125mmx125mmx25mm (shank 67mm) including adhesive for fixing arrangement complete all as specified and directed. Make :- Dark eye Model DA 110 or Sinar Infrasture or equivalent make as approved by GE.

S&F in repairs ABS body, polycarbonate lens size 1000mm dia with accessories & 7 feet long and 3 inch dia MS pole including necessary excavation and earth work and fixed in PCC (1:2:4) type B-1 of size 300mm x300mmx300mm complete all as specified and directed.

Demolition of cement concrete including tiles if any of any size n.exc 15 cm thickness (below or above ground level) unreinforced complete all as specified and directed.

Dismantling stone slabs and tiles (laid dry or laid dry and pointed) of any description or thickness in stone slabs and tiles of any complete all as specified and directed.

M&L for plain cement concrete 1:2:4 Type B-1 using 20 mm graded stone aggregate as in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, benching, kneelers, apex stones, bed plates, kerbs complete all as specified and directed.

M&L for fly ash brick work with old size brick, straight or curved on plan exceeding 6m mean radius built in cement mortar 1:4 for wall complete all as specified and directed.

M/S A P CONSTRUCTION