Laying of CC road from Main entrance to office building at EPTRI, Gachibowli, Hyderabad

Earthwork excavation for road way in soil by mechanical means 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 or disposal of unserviceable soil with all leads and lifts etc., complete for finished item of work for trench cutting as per MORT&H specification No.301 including T&P, contractor profit and overhead charges but excluding seigenorage charges etc. complete for finished item of work and as directed by the Engineer-in-Charge

Excavation for structures in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with initial lift of 3 mts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 MORD / 301 MORTH, including T&P, contractor profit and overhead charges but excluding seigenorage charges etc. complete for finished item of work and as directed by the Engineer-in-Charge

Forming embankment /subgrade with borrowed useful earth from outside road boundary by mechanical means with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, breaking clods, sectioning and consolidation with Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P and excluding seigniorage charges, as per MoRT&H specification 305 (4th revision) - with a lead beyond 1000ms , including T&P, contractor profit and overhead charges but excluding seigenorage charges etc. complete for finished item of work and as directed by the Engineer-in-Charge Morth -305

Construction of granular sub-base by providing grading VI material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller 80-100 kN / Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD / MORTH. Mix in Place Method RBR- SBBS-1 A including T&P, contractor profit and overhead charges but excluding seigenorage charges etc. complete for finished item of work and as directed by the Engineer-in-Charge.

Providing concrete for plain/reinforced concrete in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. M10 Grade including T&P, contractor profit and overhead charges but excluding seigenorage charges etc. complete for finished item of work and as directed by the Engineer-in-Charge

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, 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, spread, 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, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing and Technical Specification 602 MORTH. including T&P, contractor profit and overhead charges but excluding seigenorage charges etc. complete for finished item of work and as directed by the Engineer-in-Charge.

Vaccum dewatering of freshly laid cement concrete floor using 100% air tight suction mat of suitable size and length,vaccum pump to maintain vaccum pressure 0.7-0.8 atmosphere as per the standard procedure,floating with power floater,vibrating using Screed vibrator, mechanical trowelling, finishing with sound edges and corners, including hire and operational charges of machinery,labour,fuel etc, including T&P, contractor profit and overhead charges but excluding seigenorage charges etc. complete for finished item of work and as directed by the Engineer-in-Charge

Carting away the surplus excavated earth/dismantled material/unwanted debris etc, from the work site with a lead of 5.0 km including initial lead including all incidental, labour charges, overheads and contractors profit and also loading& unloding and conveyance etc. but excluding seigenorage charges complete for finished item of work and as directed by the Engineer-in-Charge

Construction of sub grade and Earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 305 MORTH including T&P, contractor profit and overhead charges but excluding seigenorage charges etc. complete for finished item of work and as directed by the Engineer-in-Charge

Saw Cut Groove cutting in set concrete upto a depth of 50.0mm complete including all miscellaneous charges including T&P, contractor profit and overhead charges but excluding seigenorage charges etc. complete for finished item of work and as directed by the Engineer-in-Charge

Engaging JCB for jungle clearance, etc. including T&P, contractor profit and overhead charges but excluding seigenorage charges etc. complete for finished item of work and as directed by the Engineer-in-Charge

Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work excluding dewatering charges etc as per SS - 20 B (APSS 308). Ordinary soils-Mechcanical Means-Upto 3 m depth including T&P, contractor profit and overhead charges but excluding seigenorage charges etc. complete for finished item of work and as directed by the Engineer-in-Charge For CONSTRUCTION OF CULVERTS

Filling with sand in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges, T&P, contractor profit and overhead charges but excluding seigenorage charges etc. complete for finished item of work and as directed by the Engineer-in-Charge (APSS NO. 309 & 310) For CONSTRUCTION OF CULVERTS

PCC (1:3:6) nominal mix in foundation with crushed stoneaggregate 40mm nominal size mechanically mixed, Placed in foundation and compacted by vibration including curing complete as per MORT&H including T&P, contractor profit and overhead charges but excluding seigenorage charges etc. complete for finished item of work and as directed by the Engineer-in-Charge. For CONSTRUCTION OF CULVERTS

Providing P.C.C grade M 15 (Design Mix) MORTH 12.8 A concrete in open foundations using 60% of 40 mm,30% of 20mm 10% of 10mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including T&P, contractor profit and overhead charges but excluding seigenorage charges etc. complete for finished item of work and as directed by the Engineer-in-Charge. For CONSTRUCTION OF CULVERTS

Manufacture , Supply and Laying and Jointing of Cement Concrete Pipe NP4 on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry work in head wall and parapet as per Tech Specification No. 1100 MORTH(900mm dia NP4) including T&P, contractor profit and overhead charges but excluding seigenorage charges etc. complete for finished item of work and as directed by the Engineer-in-Charge For CONSTRUCTION OF CULVERTS