Special repair to road from (YMCA) 1 STC gate to Pentinaka and internal road of Kings Garden colony under GE (W) Jabalpur

Amount

Basic Rate : Refer Schedule'A' Notes

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

Returning, filling in excavated approved soil, including spreading, levelling, watering and well ramming in layers not exceeding 25cm each 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.

Removing excavated material (Soil) exceeding 1.50 KM but not exceeding 5.0 KM and depositing where directed at a level not exceeding 1.5M above the starting point complete all as specified and directed.

Demolition of cement concrete of any description (unreinforced) in ground floors and paving not exceeding 15 cms thickness (below or above ground level) including removal of debrise to out side MD land complete all as specified & directed.

M&L for PCC (1:4:8) type D-2 using 40 mm graded stone aggregate as in foundation, filling, mass concrete and sub base of floors, path/ paving, foundation of poles etc complete all as specified & directed.

M&L for PCC 1:2:4 type B-1 using 20mm graded stone aggregate as in cills, steps, seismic and other similar bands, plinth courses, string courses, lacing cources, parapets and railing uoto 60cm in height, copings, kneelers, apex stones, bed plates etc and the like including weathering slightly rounded/ chamfered angles with & including necessary use and waste of form work for fair faces of concrete, complete all as specified and directed.

M&L for 40mm thick PCC 1:2:4 type B-1 (using 20mm graded stone aggregate) as in flooring, finishing cement concrete surface even and smooth without using extra cement including necessary form work and concrete (PCC) to be cast in alternate bays complete all as specified and directed.

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

M&L for brick work with sub class 'B' old size bricks, straight or curved on plan exc 6m mean radius built in CM (1:4) complete all as specified & directed.

Cutting holes into or through cement concrete slabs, chajjas, etc reinforced or otherwis, superficial area exc 250 Sqcm but not exc 500 Sqcm complete all as specified & directed.

M&L for 15mm thick rendering in CM 1:4 on fair faces of brick work or concrete surfaces, finished even and smooth without using extra cement complete all as specified & directed.

M&L for reinforced concrete pipes 450mm bore with collars, class NP3 laid in trenches and jointed in CM 1:1 complete all as specified and directed.

M&L for concrete bed to reinforced concrete drain pipes 450mm bore including packing under and haunching against the sides of pipes after they are laid and TESTED; in cement concrete 1:3:6 type C2 using 40mm graded stone aggregate complete all as specified and directed.

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.

Drilling (Horizontally) to existing road (maximum 10M wide) suitable for passing HDPE pipe of bore dia upto 300mm with and including 300 bore dia HDPE (SN8) double wall corrugated pipe complete all as specified and directed. Note:- All necessary T&P required at site for drilling shall be arranged by contractor at his own cost and quoted rate shall be deemed to be included for all these provisions and nothing extra shall be paid on this account.

Supplying & fix 110mm bore PVC (SWR) pipes, single socketed, in any length with rubber ring joints, laid in trenches or in floor with & including necessary clamps of requird size etc complete all as specifed & directed. Make:- Supreme or Kisan Mouldings pvt Ltd or Finolex as approved by GE.

M&L for mild steel conforming to Fe.290.Gde-E-165 as in framed work such as grills, gratings, etc with ends of bars shouldered and/or riveted or forged into spikes; framed guard bars; ladders; railings and similar work including prepration of surfaces & one shop coat of zinc chromate primer paint before fabrication complete all as specified & directed.

M&L for 75mm thick moorum/ red bajri filling in pavings, 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.

Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400Sqm and depth exc 50mm but not exc 100mm by using mechanical scarifier including racking over and grading the broken-up surfaces to the proper camber or removing to a distance not exc 50M from the starting point and stacking complete all as directed.

M&L for WBM 75mm thick (compacted thickness) 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.

M&L for WBM 75mm thick (compacted thickness) with coarse aggregates, spread, rolled and consolidated to required gradient and camber with 8 to 10 tonne tandem vibratory roller but except materials (aggregates) complete all as specified and directed. Note:- Old coarse aggregates as obtained from "scarifying or picking gravelled from macadam or bituminous macadam surfaces" here-in-before shall be used after mixing in required grading and quoted rate shall be deemed to be inclusive of these provisions also.

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.

M&L for repair to potholes any depth, not exc 1.0Sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25mm in depth, making good by applying evenly a priming/ tack coat of bituminous primer with paving bitumen VG-30 @ 5 Kg/ 10Sqm, putting in premixed bituminous macadam, well rammed and sealed with binder i.e. paving bitumen VG-30 @ 9.80Kg/ 10Sqm, blinded with 0.09 Cum of stone chippings of 6.3mm size and again well rammed (including supply of premixed macadam, binder and chippings) depth of pot holes exc 30mm complete all as specified and directed.

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 semi dense concrete 30mm consolidated thickness with minimum 5.5% 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 semi dense concrete shall be prepared in hot mix plant only. (ii) Bituminous premixed asphaltic semi 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 bituminous premixed asphaltic semi dense concrete 40mm consolidated thickness with minimum 5.5% 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 semi dense concrete shall be prepared in hot mix plant only. (ii) Bituminous premixed asphaltic semi 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, CAT'S EYE/ RAISED PAVEMENT MARKER/ ROAD STUDS designed to provide enhanced, dependable road guidance to motorists in bad weather conditions, made out of ALUMINIUM ALLOY BODY, two way reflective having weight 435 grams and diamensions 110x120x24mm for maximum retro reflection in wet and dry conditions and to be fixed as per manufacturer instructions complete all as specified and directed. Make: DA 972 of DARK EYE or equivalent Model of make- Road Star or Green Lite or Sun Lite 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.

Schedule of credit amount of Rs. 19,300.00 to be deducted during AOC

M/s ESS KAY Construction

Parasram Mulchandani