Provn of new road from D Coy Trg area to ITA of JAK RRC and widening of road from MES colony to KV CMM under GE (W) Jabalpur

Amount

Basic Rate : Refer Schedule'A' Notes

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

Removing excavated material (Soil) not exceeding 50M and depositing where directed at a level not exceeding 1.5M above the starting point complete all as specified and directed.

Excavation over areas, not exceeding 1.5m deep and getting out in soft/ loose soil complete all as specified and directed.

Removing excavated material (Soil) exceeding 250M but not exceeding 500M and depositing where directed at a level not exceeding 1.5M above the starting point complete all as specified and directed.

M&L for forming embankments including raising (or lowering) earth, spreading in layers not exc 30cm thick; watering, ramming/ rolling and finishing to required size, shape, etc not exc 1.5M high from base complete all as specified and directed. Note:- Excavation and removal of soil upto site of forming embankments shall be measured and separately under respective items of BOQ here-in-before.

M&L for moorum/ red bajri fillinf in paving, spread, rolled and consolidated to gradient and camber as required complete all specified and directed. Note:- (i) Compacted thickness shall be measured and paid. (ii) Rolling/ compaction shall be done by vibromax roller only.

M&L for 150mm thick spread thickness soling (or sub base) with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and directed. Note:- Rolling/ compaction shall be done by vibromax roller only.

M&L for WBM 150mm thick (compacted thickness) in two equal layers of 75mm thick each with coarse aggregates (granite/ basalt/ trap) of grading-2 (63mm to 40mm size) or grading-3 (50mm to 20mm size), spread, rolled and consolidated to required gradient and camber with 8 to 10 tonne tandem vibratory roller complete all as specified and directed.

Preparing unsurfaced WBM by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a priming/ tack coat of bituminous primer with paving bitumen VG-30 @ 10 Kg/ 10Sqm by using mechanical sprayer on WBM or other than black top surface of road complete all as specified.

Preparing existing black top surfaces by brushing with wire brushes 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 directed.

M&L for applying evenly a priming/ tack coat of bituminous primer with paving bitumen VG-30 @ 5 Kg/ 10Sqm by using mechanical sprayer on black top surface of road complete all as specified.

M&L for bituminous premixed asphaltic dense concrete 40mm consolidated thickness with minimum 6.0% binder content using paving bitumen VG-30 by weight of total mix, rolled and compacted to required camber and gradient using 8 to 12 tonne tandem vibratory roller complete all as specified and directed. Notes:- (i) Bituminous premixed asphaltic dense concrete shall be prepared in hot mix plant only. (ii) Bituminous premixed asphaltic dense concrete shall be laid with sensor paver only. (iii) Binder content shall be tested at site as directed by Engr-in-Charge.

M&L for premixed bituminous macadam for consolidated thickness upto 75mm or less with using 19mm graded (Grading 2) stone aggregate with minimum 4.0% binder content using paving bitumen VG-30 by weight of total mix, rolled and compacted to required camber and gradient using 8 to 12 tonne tandem vibratory roller complete all as specified and directed. Notes:- (i) Premixed bituminous macadam shall be prepared in hot mix plant only. (ii) Premixed bituminous macadam shall be laid with sensor paver only. (iii) Binder content shall be tested at site as directed by Engr-in-Charge.

M&L for preparation of existing bituminous road surfaces by removing dust, dirt grease and other foreign matters etc and after prepration of road surfaces, applying road marking having minimum 2.5mm average thickness with & including thermo plastic (Reflective) line marker paint/ compound of uniform surface finish conforming to BS 3262 (Part-I) 1989 read in conjunction with the MORTH specification 803 clause 4.2.2 on bituminous surfaces in white/ yellow colour and super imposed with glass beads conforming to BS 6088 read in conjuction with the MOST specification 803 clause 4.3.3 complete all as specified and directed. Make of Road Marker Paint/ Compound:- Asian or Thermoline as approved by GE. Notes:- (i) MORTH specification 803 shall be followed strictly for execution of work & suitable machine shall be used for the marking as approved by GE. (ii) Shape, size & pattern of marking shall be as approved by GE.

Supply and fix in repairs, solar cat's eye/ studs of size 125mmx 125mmx 25mm (shank 60mm) with aluminium alloy shell, high efficiency Mono-Crystalline Solar Panel 2.40V/ 0.30Watt having one Ni-Mh or NI-cd rechargable battery (1.2V/ 1600MA), Six Super Bright LEDs with 10,000 to 18,000 mcd (Millicandela) having flash rate 2 Hz and bearable weight 10 tons approx with view distance upto 1000 meters of any colour i.e yellow, red, blue, green or white as required at site, working temp 10o-75o C, working time 3 to 4 days after fully charged battery, charging time 5 to 6 hours from direct sun light, maintenance free, un-breakable poly carbonate clear facing, automatically turns on at night and turns off at dawn including all fixing arrangment as per manufactures instructions complete all as specified and directed. Make: DA 110 (DHRUV) of DARK EYE or equivalent Model of make- Road Star or Green Lite or Sun Lite as approved by GE.

Supply, laying & jointing, reinforced cement concrete pipes, class NP2, 1200mm nominal bore with collars, laid in trenches and jointed in CM 1:1 complete all as specified and directed.

M&L for concrete bed to drain pipes 1200mm bore including forming cradles in cement concrete 1:3:6 type C2 using 40mm graded stone aggregate complete all as specified and directed.

Re-fixing of LT electric poles of any section, size & type i.e. steel tubular swaged/ PCC pole complete at new location after dismantling of existing LT electric pole & PCC coping, making necessary excavation and earth work, opening of existing light fitting, supports, clamps, insulators & stay wire etc and carefully taking down of existing over head copper conductors or aluminium conductor as required including removal from existing site to new site, fixing/ re-fixing of pole shall be carried out complete all as shown in TD drawing No. CEJZ/TD/824/91, Sht No1/2 dt 16.04.91 and re-fixing of old existing light fitting, supports, clamps, insulators & stay wire etc as obtained during dismantling and making good to old/ dismantling post holes as per existing/ surroundings including following items/ works:- (a) Excavation in post holes in any types of soil, returning fillingin, well ramming and disposal of surplus soil to a distance not exceeding 50M from the starting points complete all as specified and directed. (b) PCC (1:3:6) type C-2 using 40mm graded stone aggregate as in foundation up to ground level complete all as specified and directed. (c) PCC (1:2:4) type B-1 using 20mm graded stone aggregate as in copings/ collars, bed plates, plinth block etc including weathering, slightly rounded or chamfered angles and throating as directed including necessary form work complete all as specified and directed.

M&L for lime or sand stone kerb of roughly squared stones of size 20cmx30cm, all surfaces hammer dressed so that the maximum depression from a straight edge held against the dressed surface shall not exceed 20mm, jointed in CM 1:6 and struck flush including all necessary excavation, earth work & removal of surplus soil complete all specified and directed. Note: Each stone shall not be less than 45cm in length except where required as closer or on curve.

M&L for continuous brick edging with width equal to the width of the brick, of whole sub class ‘B’ old size bricks, laid dry on end vertically complete all specified and directed.

M/s ESS KAY Construction

M/S Modern builders