CA NO CE BTZ/SOG/TOKEN/09 OF 2019-20 WIDENING OF EXISTING ROADS AND CONNECTED WORKS AT SURATGARH MIL STN

Amount

SCHEDULE 'A'

Surface excavation not exc. 30 cm deep averaging 15 cm deep and getting out in soft/ loose soil, complete all as specified.

NOTE FOR SERIAL ITEM NO.1: Rate Adjustment for every 3 cm or part thereof above or below 15 cm average depth in soft/loose soil shall be priced @ 14 % of quoted rate of contractor against serial item No.1 above.

Excavation over area not exc. 1.5 metre deep and getting out in soft/loose soil, complete all as specified.

Excavation in trenches, in soft/loose soil not exceeding 1.50 metre wide and not exceeding 1.50 metre in depth; for foundation, etc. and getting out, complete all as specified.

Excavation in trenches, in soft/loose soil not exceeding 1.50 metre wide and exceeding 1.5 metre but not exceeding 3 metre in depth; for foundation and getting out, complete all as specified.

Forming embankments including raising (or lowering) earth, spreading in layers not exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., not exc. 1.5 metre high from base, using good quality of excavated soil obtained from site, complete all as specified.

Removing excavated soil to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point, complete all as specified.

Removing excavated soil to a distance exceeding 50 metre but not exceeding 100 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point, complete all as specified.

Removing excavated soil to a distance exceeding 100 metre but not exceeding 150 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point, complete all as specified.

Removing excavated soil to a distance exceeding 150 metre but not exceeding 200 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point, complete all as specified.

Removing excavated soil to a distance exceeding 250 metre but not exceeding 500 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point ,complete all as specified.

Removing excavated soil to a distance exceeding 500 metre but not exceeding 1.0 kilometre and depositing where directed at a level not exceeding 1.5 metre above the starting point, complete all as specified.

Plain Cement Concrete, 1:2:4 type B-1 using 20 mm graded crushed stone aggregate as in coping etc. including necessary formwork, complete all as specified.

Plain Cement Concrete, 1:3:6 type C2 using 40mm graded stone aggregate as in foundation for stays and mass concrete, complete all as specified.

PCC 1:4:8 type D-2 using 40 mm graded crushed stone aggregate as in foundation for poles etc. as in filling & mass concrete, complete all as specified.

Rolling and consolidating formation surfaces in cutting including watering with 8 to 12 tonne power road roller including filling in depressions which occurs during process of rolling, to required gradient & camber, complete all as specified.

150 mm thick (spread thickness) soling (or sub base) in one layer with broken boulder or quarried stone of (Granite, Trap, Basalt), interstices filled, surface formed and rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller, complete all as specified.

150 mm thick (compacted thickness) WBM, in two layers (75 mm thick each layer) with coarse aggregates of Granite, trap or basalt of grading 2 (63 to 40 mm size) or of grading 3 (50 to 20 mm size), spread, rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller, complete all as specified. NOTE:- Each layer shall be rolled and compacted separately.

Preparing surfaces of WBM by brushing with wire brushes for removing caked mud etc. sweeping with brooms & finally fanning the cleaned surfaces with Air pressure to remove all loose dirt etc & applying evenly a tack coat with paving bitumen primer of grade VG-10 @ 10 kg /10 sq.m using mechanical sprayer, complete all as specified.

Bituminous premix semi dense asphaltic concrete (SDAC) 40 mm consolidated thickness with 5.5% binder content (bitumen of grade VG-30) by weight of total mix using sensor paver with electronic sensing device for automatic levelling and profile control within the specified tolerance and internal heating arrangement for the screed rolled and consolidated to required camber and gradient with 8 to 12 tonne power roller to a uniform smooth surface etc., complete all as specified.

Preparing black top bituminous surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms & finally fanning the cleaned surfaces with Air compressor through air jet to remove all loose dirt etc. & applying evenly a tack coat with paving bitumen primer of grade VG-10 @ 5 kg /10 Sq.m using mechanical sprayer, complete all as specified.

Bituminous premix semi dense asphaltic concrete (SDAC) 30 mm consolidated thickness with 5.5% binder content (bitumen of grade VG-30) by weight of total mix using sensor paver with electronic sensing device for automatic levelling and profile control within the specified tolerance and internal heating arrangement for the screed rolled and consolidated to required camber and gradient with 8 to 12 tonne power roller to a uniform smooth surface etc., complete all as specified.

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 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal), complete all as specified.

Moorum/red bajri, filling in road berms, 100mm thick laid in layers spread, levelled and rammed and consolidated to gradient and camber with 8 to 10 tone power roller including watering, complete all as specified.

Painting lines, dashes, arrows, letters etc. on roads, pavements and the like 10 to 15 cm wide (as directed) with hot applied retroreflective thermo plastic road marking paint, applied mechanically to form 2mm thick film using road safety spikeries glass beads including preparation of new road surfaces by using special applicator machine, complete all as specified.

Solar road stud 125mm X125mmX25mm made from aluminium alloy and construction powered by mono crystal solar panel with high capacity Ni-Cd rechargeable battery having view distance of 1000 meters, LED-010mm 6 pieces for high brightness, 12 hours of continious lightening at night, complete all as specifed. MAKE: DARK EYE Cat No Dhruv-DdA-110 or equivalent in GREENLITE/TATA BP

Dual directional reflective cat eye of size 100mm X 100mm of impact resistance ABS plastic stud having ultraviolet resistance colour with plastic strip containing 31 mini retro reflective glass beads of colour white/red/yellow to each side and fixed with 12mm dia 120mm ong zinc plated steel nails at the centre of cat eye by hammering, complete all as specified. MAKE: DARK EYE Cat No DA 978 or equivalent of INTERNATIONAL WIRE PRODUCT/SURYA ENTERPRISES/ GREENLITE/ TATA BP.

Triangular Sign Board of Size 60 cm Equilateral Triangle made out of 2mm thick alco bond sheet conforming to IS-736, base of board shall be provided with high intensity retro reflective sheeting of make Avery Dennison and letters shall be computerized cut of high intensity grade of shade as directed by Enginner-in-Charge, hoisted on and including angle iron post made of angle iron of size 40x40x6 mm, 3 metre long painted in black and white 20cm wide alternative strips with and including one definition plate of size 600x200mm duly pasted with matter and post embedded in PCC(1:3:6) type C-2 block of size 300mm x300x 450 mm, including necessary excavation and earth work, complete all as specified.

Provision of double legged informatory Sign Boards of size 900mmX 600mm made of 2mm thick Alco bond Sheet fixed on single frame of MS Square conduit of size 35mm x35mm having wall thickness not less than 18 gauge including provision of 50mm square conduit 2.40 m long legs having wall thickness not less than 16 gauge. Base of board shall be provided with high intensity retro reflective sheeting of make Avery Dennison and letters shall be computerized cut of high intensity grade of shade as directed by Enginner-in-Charge. Exposed surfaces of mild steel shall be painted in black and white alternative strips of 25 cm height with synthetic enamel paint over a coat of red oxide primer after preparation of surfaces and fixed on directed location embedded in PCC(1:3:6) type C-2 block of size 300mm x300x 450 mm, including necessary excavation and earth work, complete all as specified.

Factory fabricated kerb stone, machine made, hydraulically pressed, pre-cast cement concrete, M-20 nominal mix, using 20 mm graded stone aggregates of size approved by GE setting in cement mortar (1:4), complete all as specified.

Aluminium conductor steel, reinforced (ACSR) of weasel size fixed on LT poles with insulators and binding with & including 2 mm binding wire, complete all as specified.

NOTES FOR SERIAL ITEM NO.30.10: (i) The ACSR conductors shall be conforming to IS-398 (Part-II) and as specified in SSR Part-I. (ii) The unit rate quoted shall also be deemed to include for supply and fixing of binding wire, aluminum tapes etc. which shall not be included in the weight of conductors for payment. (iii) Weight of conductors shall be determined by measuring the horizontal distance between centers of two adjacent poles and compounding the weight of conductors of that size multiplied by length of span and 3% extra shall be added for sag, jointing, jumpers etc. (iv) Weight of the conductors shall be calculated from the nominal weights given in tables in the relevant IS.

GI wire including stretching on LT poles as contineous earth wire or for guarding and cradles including binding as required, complete all as specified. NOTE: - For payment purpose, weight of galvanised wire shall only be considered. Clamps, eye hooks where provided shall be measured and paid for separately

Shackle type insulators, vitreous porcelain white, brown or green for working pressure 1100 volts, grade of 100 mm height and 115 mm dia including galvanized mild steel straps of 31mm x 5mm size,14mm dia insulator bolts, washers and nuts, complete all as specified.

Cross arms, bracings, stiffeners, supports, clamps and back plates fabricated from structural steel confirming to Fe-290 (Gde E-165) including nuts, bolts, washers, welding, binding cold or hot, drilling holes for bolts, in any shape or size, complete all as specified. NOTE : Exposed steel surface shall be treated with two coats of synthetic enamel paint over a coat of red oxide primer and unexposed surface of steel sections shall be applied one coat of red oxide primer.

Stay assembly complete with accessories as shown in electrical plate No 1 using stay rod 16 mm dia x 1800mm long, stay bow 14mm dia and stay plate 30 cm x 30 cm x 6 mm including stay wire 8 SWG x 7 strands, loop type insulator with over all dimensions 90x140 mm and clearence of hole 25.5mm, stay clamps and painting to exposed surfaces of mild steel work with two coats of aluminum paint over a coat of red oxide primer, complete all as specified. NOTE : Excavation, earthwork and PCC in foundation shall be measured and paid seperately under respective items of BOQ.

Pre-stressed concrete pole 09 meter long of cross section 102mm x 172mm at the top and 102mm x 279mm at bottom, class 10, complying with requirements of IS-1678-1978, including two coats of synthetic enamel paint in alternate black and yellow strips 30 cm each upto 1.5 metre height from PCC coping and applying one coat of aluminum paint over cross arms, brackets, bracings, clamps, hooks etc. and marking pole number, complete all as specified. NOTE: - Earth work and PCC in foundation & coping shall be measured and paid for separately.

Dismantling stay assembly of any description with PCC and making good the disturbed surfaces complete all as specified.

Dismantling existing unserviceable aluminium conductors steel reinforced (ACSR conductor) from overhead lines on LT poles, of any type and any size, complete all as specified.

Dismantling existing unserviceable continuous GI earth wire / guard / cradles of any size, complete all as specified.

Dismantling existing concrete poles/ struts of any size, complete all as specified.

Dismantling existing insulators any type, any size complete all as specified.

Dismantling cross-arms of M.S. channel or angle sections etc., complete all as specified.

M/s Shakti Builders

M/s Azure Infrastructure Construction Co.

Ram Parkash Constructions Pvt. Ltd.

M/s Amit Construction Company

m/s nemichand contractor

SOM BUILDERS

Surender Kumar Bansal