Tender For Widening And Strengthening Work Of Nh-123 To Dhauroli (Nagla Punjabi) Via Uttusamra Road (Length 7.400 Km) In Agra District - Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m.MORTH 3.06(301) 2 Construction of embankment with approved material deposite site from roadway cutting and excavation from drain & foundation of other structures grade and compected to meet requirement of table 300-2 MORTH 3.17(305) 3 Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.MORTH 3.16 4 Construction of Granular Sub-Base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clauses 401. 5 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carries of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of all materials, T&P, labour, cartagefor proper completion of work as per direction of Engineer-in-Charges. 6 Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. 7 Providing and applying tack coat with bitumen VG-10 @ 0.25kg. Per sqm on granular surface treated with primer & cleaned with mechanical broom including cost of bitumen, T&P and labour & all taxes complete For BC 8 Providing and laying Dense Graded Bituminous Macadam with 100-120 TPHHMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading-II premixed with bituminous binder @ 4.5% by weight of total mix and fille, transporting the hot mix to work site laying with a hydrostatic paver finisher to the required grade, level and alingment, rolling with smooth wheeled bibratory and tendom rollers to achiev the desired compection as per MORTH specifiaction clause 507 complete all respects. Grading-II 9 Providing and applying tack coat with bitumen VG-10 @ 0.20kg. Per sqm on granular surface treated with primer & cleaned with mechanical broom including cost of bitumen, T&P and labour & all taxes complete For BC 10 Providing and laying Bituminous Concrete with 100-120 TPHHMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.4 % ofmix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisherto the required grade, level and alingment, rolling with smooth wheeled bibratory and tendom rollers to achiev the desired compection as per MORTH specifiaction clause 509 complete all respects. Grading-II 11 Construction of un-reinforced, plain cement concrete pavement over a prepared sub base with approve grade cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver,pread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing MORTH 602 12 Construction of sub-grade and earthen shoulders with approved material obtained from ROW with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2MORTH 3.18 13 Earth work in excavation of foundation as per drawing and technical specification , including setting out construction of shoring and bracing , removal of stumps and other deleterious matter , dressing of side and bottom and excavation length to the extend required and utilising theremaining earth locally for the road workMORTH 3.13 (304B) 14 Supply & Laying of 600mm dia NP-3 HP and their cartage etcincluding cost of all materials from approved quarry, T&P, labour, cess, cartagefor proper completion of work as per direction of Engineer-in-Charges and as per approved drawing. 15 Supply & Laying of 350mm dia NP-3 HP and their cartage etcincluding cost of all materials from approved quarry, T&P, labour, cess, cartagefor proper completion of work as per direction of Engineer-in-Charges and as per approved drawing. 16 Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.s including cost of all materials from approved quarry, T&P, labour, cess, cartagefor proper completion of work as per direction of Engineer-in-Charges and as per approved drawing MORTH 12.04(2100) 17 Brick workwith common burnt clay F.P.S (Non modular ) brick of desination 7.5 in foundation and plinth 1:4 cement and coarse sand mortar including supply of all materials, labour and T&P required for proper completion of work including cost of all materials from approved quarry, T&P, labour, cess, cartagefor proper completion of work as per direction of Engineer-in-Charges and approved drawings. DSR-6.1.1 18 Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 coarse sand) :Raised and cut pointing Ch- 13 Si No- 1. including cost of all materials from approved quarry, T&P, labour, cess, cartagefor proper completion of work as per direction of Engineer-in-Charges and as per approved drawing. MORTH13.02(1300,2200) 19 Plain Cement Concrete (PCC Grade M15 ) in Open Foundation complete as per Drawing and Technical Specifications. Clause 1500, 1700 & 2100 including cost of all materials from approved quarry, T&P, labour, cess, cartagefor proper completion of work as per direction of Engineer-in-Charges Morth-12.081500,1700&2100 case I 20 Reinforced Cement Concrete (M-25) in super-structure complete as per Drawing and Technical Specifications Clause 1500, 1600 & 1700 including cost of all materials from approved quarry, T&P, labour, cess, cartagefor proper completion of work as per direction of Engineer-in-Charges and as per approved drawing Morth14.01(B) case II 21 Reinforced Cement Concrete (M-20) in super-structure complete as per Drawing and Technical Specifications Clause 1500, 1600 & 1700 including cost of all materials from approved quarry, T&P, labour, cess, cartagefor proper completion of work as per direction of Engineer-in-Charges and as per approved drawing. Morth13.05 F 22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth/Above level (Thermo-Mechanically Treated bars of grade Fe-500D or more.). As per DSR S.I. No. 5.22.6 23 Part-BMaintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. including royalty on materials. GST shall be paid extra as applicable at the time of payment. 24 Part-BMaintainance of First Year (@ 0.00% of Total Work Amount of 1 to 22) 25 Part-BMaintainance of Second Year (@0.25% of Total Work Amount of 1 to 22) 26 Part-BMaintainance of Third Year (@0.50% of Total Work Amount of 1 to 22) 27 Part-BMaintainance of Fourth Year (@0.75% of Total Work Amount of 1 to 22) 28 Part-BMaintainance of Fifth Year (@1% of Total Work Amount of 1 to 22)
