REPAIRS TO CERTAIN ROADS IN RESTRICTED AND UNRESTRICTED AREA OF CQA(W), SQAE(A), AND LPR, QAE(ME), CQA(OFA), AQAW(A) AND NAI UNDER AGE B/R (P) NO-1 AT GE(P) NO-1 JABALPUR

Amount

Repairs to pot holes any depth not exceeding. 1 sqm each including sweeping free form dust and mud or water and scoring sunken surfaces in roads, path etc cutting around edges atleast 25 mm in depth making good by applying bitumen grade VG-10 as tack coat at 5 Kg per 10 sqm, putting in premixed bituminous macadam with bitumen grade VG-30, well rammed and sealed with binder 9.80 Kg per 10 sqm binded with 0.09 cum of stone chippings, 6.3 mm size & again well rammed (including supply of premixed macadam, binder and chippings ) depth of pot holes exc 30 mm, rolled with power road roller of 08 to 10 tone capacity, complete, all as specified & directed using paving bitumen complete all as specified and as directed. (Note : Unrestricted Area : 1 unit, Restricted Area : 1 unit)

Applying evenly a tack coat of Bitumen VG-10 grade conforming to IS:73 at the rate of application of 0.30 to 0.4 kg / sqm on bituminous surfaces as specified in Table 500-5 of MORTH specification for road and bridge work 2013 using mechanical sprayer complete all as specified and directed . (Note : Unrestricted Area : 150 unit, Restricted Area : 150 unit)

M&L for bituminous premixed asphaltic semi dense concrete 30mm consolidated thickness with minimum 5.50 % 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. (Note : Unrestricted Area : 150 unit, Restricted Area : 150 unit)

M&L for premixed bituminous macadam for consolidated thickness upto 75 mm 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. (Note : Unrestricted Area : 10 cum, Restricted Area : 10 cum)

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 2.5 mm 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. 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. (Note : Unrestricted Area : 60 sqm, Restricted Area : 60 sqm)

Demolition of cement concrete of any description and in any position not other wise specifically provided for complete all as specified and directed. (Note : Unrestricted Area : 120 Cum, Restricted Area : 42 Cum)

M&L for moorum filling /red bajri filling in floors or pavings laid in layers n. exc 15 cm thick spread levelled and rammed including watering complete all as specified. Note:- (i) Compacted thickness shall be measured and paid. (ii) Rolling/ compaction shall be done by vibromax roller only. (Note : Unrestricted Area : 65 Cum, Restricted Area : 26 Cum)

M & L for PCC 1:4:8 type D-2 (using 40 mm graded aggregate) in foundations, filling and mass conctrete complete all as specified and as directed. (Note : Unrestricted Area : 65 Cum, Restricted Area : 26 Cum)

M&L for Providing and laying 60 mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour,design & pattern as in footparth, parks,lawns, drive ways or light traffic parking etc.,of required strength,thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50 mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; less complete all as specified. (Note : Unrestricted Area : 800 sqm, Restricted Area : NIL)

M&L for PCC, as in lintels upto 1.5 m clear span, cills, steps; seismic and other similar bands,plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height copings, kneelers, apex stones, bed plates, kerbs not provided for in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed. complete all as specified and directed. (Note : Unrestricted Area : 10.20 Cum, Restricted Area : NIL)

M&L for Cement concrete work in pavement / hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre,thickness of concrete 25 cm or less complete all as specified and directed. (Notes : (i) Unrestricted Area : NIL, Restricted Area : 42 Cum (ii) Flexural strength test of concrete shall be got done by the Contractor from IIT/NIT/Govt Engineering College/NABL Acreedited Lab and cost thereto is deemed to be included in the unit rate quoted by the contractor against this item (iii) If cement content as per design comes out to be more than 400 kg per cum, no Plus DO shall be admissible. Contractor shall provide the same without any extra cost to the Government

M&L for Forming Contraction (Dummy)joints 65mm deep x 10 mm wide,filled with sealing compound grade A less complete all as specified and directed. (Note : Unrestricted Area : NIL, Restricted Area : 16 Unit)

J.P ENTERPRISES (BID ID -3354284)