Telangana State Industrial Infrastructure Corporation Limited Tender

Rigid Pavement HKC;Earth work in excavation by using earth moving machinery for culverts/Drain/Duct/Chamber and depositing the earth on road side or as directed by the Engineer-in-Charge with an initial lead of 50mts in all soils upto SDR in all conditions including all operational, incidental and labour charges such as dry, wet, slushy, setting out, construction of shoring and bracing,backfilling the earth, removal of stumps and other deleterious material, dressing of sides and bottom, sheeting, planking, strutting, all taxes excluding GST etc., complete for finished item of work etc., complete as per MORTH specification 304.

Rigid Pavement HKC;Providing and laying of Reinforced Cement Concrete Hume Pipe of NP3 Class of the following dia Plain Ended Tongue and Groove Model Pipe for culverts including cost and Conveyance of Pipe, all taxes excluding GST, all labour charges for lowering, laying and jointing of Pipes in position with Cement MortarCM(1:2) including lifting, aligning, lowering and hoisting etc., as per drawing and as per MORTH specification 2900, 2905 and 2906 (5th Revision) and as directed by the Engineer-in-charge for finished item of work.(FOR PIPE CULVERTS) 1000mm Dia

Rigid Pavement HKC;Providing and laying of Reinforced Cement Concrete Hume Pipe of NP3 Class of the following dia Plain Ended Tongue and Groove Model Pipe for culverts including cost and Conveyance of Pipe, all taxes excluding GST, all labour charges for lowering, laying and jointing of Pipes in position with Cement MortarCM(1:2) including lifting, aligning, lowering and hoisting etc., as per drawing and as per MORTH specification 2900, 2905 and 2906 (5th Revision) and as directed by the Engineer-in-charge for finished item of work.(FOR PIPE CULVERTS) 300mm Dia

Rigid Pavement HKC;Earth work in excavation by using earth moving machinery for culverts/Drain/Duct/Chamber and depositing the earth on road side or as directed by the Engineer-in-Charge with an initial lead of 50mts in all soils upto SDR in all conditions including all operational, incidental and labour charges such as dry, wet, slushy, setting out, construction of shoring and bracing,backfilling the earth, removal of stumps and other deleterious material, dressing of sides and bottom, sheeting, planking, strutting, all taxes excluding GST etc., complete for finished item of work etc., complete as per MORTH specification 304.

Rigid Pavement HKC;Painting to New Central Verge/Kerb Stone with two coats of Synthetic enamel paint of 1st grade of approved brand and shade over a primary coat of exterior grade cement paint , work done during night hours,including cost and conveyance of all materials to site, cost of primer coat and all labour charges, all incidental and operational charges, etc., complete for finished item of work.

Rigid Pavement HKC;Providing and Making Footh path Using Chequered Cement Concrete heavy duty tiles 25 mm AND SIZE OF 300X300MM of any shades over a base coat of 12mm thick CM(1:6) etc.work done during night hours , fixing the tiles with neat cement slurry @ 33kg/SqM and pointing with white cement mixed with including cost and conveyance of all material, seigniorage charges, all labour charges, all incidental and operational charges, curing, including all taxes excluding GST etc., complete for finished item of work.

Rigid Pavement HKC;Plastering in CM (1:4) 12 mm thick including cost and conveyance of all materials , seigniorage charges , labour charges , curing etc complete for finished item of work as directed by the Engineer -in-Charge

Rigid Pavement HKC;Providing and laying Plain Cement Concrete (1:2.5:5) corresponding to M-15 grade using 6-12mm nominal size well graded machine crushed hard granite chips (coarse aggregate), sand { 50% of River Sand (Natural Sand) & 50% of Manufactured Sand/Crushed stone sand/Rock sand 4.75mm to 2.36 mm confirming to IS 383 } with minimum cement content of 275 kgs from approved quarry including cost, conveyance and of all materials and all labour charges, machine mixing, laying concrete, vibrating, finishing smooth to required levels, curing, all incidental and operational charges,all taxes excluding GST & seigniorage charges complete for finished item of work as per MORT&H(5th Revision) specification1500, 1700 & 2100 - Coping

Rigid Pavement HKC;CRS Masonry 1st sort in CM(1:4) prop.using hard granite stone (Coursed/ uncoursed) from approved quarry including cost and conveyance of all aterials to site, seigniorage charges, all labour charges for dressing stones to required size and shape,mixing of cement mortor, stone wall construction, curing, all taxes excluding GST etc.complete for finished item of work as per MORT&H(5th Revision) Specification 1405.3.

Rigid Pavement HKC;Laying Plain Cement concrete (1:4:8) Prop using 40mm size HBG machine crushed stone aggregate confirming to table 1000-1 and fine aggregate { 50% of River Sand (Natural Sand) & 50% of Manufactured Sand/Crushed stone sand/Rock sand 4.75mm to 2.36 mm confirming to IS 383 } conforming to table 1000-2 of MORT&H specification including cost,conveyance of all materials (viz) cement, stone aggregate, sand, water etc., to site, labour charges for all operations, machine mixing, laying, finishing smooth to required level, curing, all other incidental and operational charges etc, complete for finished item of work as per MORT&H specification 2100 (5th revision) and as directed by the Engineer-in-charge , except GST & Seigniorage charges

Rigid Pavement HKC;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 of super plastisizer @ 0.50 percent by weight of cement, Admixture of Fosroc @ 2kg per cum and Mycro Synthetic fiber of 45mm length @ 4.00 kg/cum as per the approved, curing compound, finishing to lines and grades as per drawing and Technical Specification 602 MORTH as directed by the Engineer-in-Charge including loading ,unloading, all incidental and operational charges, including hire charges of T&P labour charges, all taxes but excluding GST etc., complete for finished item of work.

Rigid Pavement HKC;Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. labour charge, all taxes excluding GST etc. complete for finished item of work as per MORT&H (5th Revision) as directed by the Engineer-in-charge.

Rigid Pavement HKC;Construction of Granular sub base of 200mm thick by providing HBG/HBT material confirming to Grading-I of MORT&H Table- 401,50% of 53mm to 9.50mm HBG metal, 20% of 9.50mm to 4.75mm HBG metal and 30% of 2.36mm and below HBG metal including cost and conveyance of all materials to work site, labour charges, spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with rotavator/approved means at OMC and compacting with vibratory roller to achieve the desired density, labour charge, all taxes excluding GST & seigniorage charges, etc. complete for finished item of work as per MORT&H (5th Revision) Technical specification clause no:401 as directed by the Engineer-in-charge.

Rigid Pavement HKC;Construction of Subgrade and Earthen Shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 labour charge, all taxes excluding GST & seigniorage charges, etc. complete for finished item of work as per MORT&H (5th Revision) Technical specification clause no:401 as directed by the Engineer-in-charge.

Rigid Pavement HKC;Construction of Embankment with Material obtained from Borrowpits with all lifts and leads, transporting to site, spreading, in layers not more than 200mm thick each or as directed by the Engineer-in-Charge including pre-watering soil, removal of top soil, spreading soils, breaking clods, sectioning and consolidation with vibratory roller of 8 to 10 Tonnes capacity @ OMC compaction to meet requirement of table 300.1 and 300-2 of MORT&H including labour charges for all operations, hire and operational charges of T&P, all water leads duly maintaining the required camber in the formation etc., complete for finished item of work as per MORTH Specification clause 305 (5th Revision) (Payment will be made based on level for finished item of work). Excluding GST

Rigid Pavement HKC;Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per Clause 301 of Specifications of MoRT&H (5th Revision), including all taxes excluding GST etc. as directed by the Engineer-in-Charge for finished item of work.

Rigid Pavement HKC;Excavation in soil with Dozer including cutting in roadway and pushing of the earth to site of embankment upto a distance of 1000 M, staking on road side as instructed by Engineer-in-Charge, including trimming bottom and side slopes in accordance with requirement of lines, grades and crosssections, including all hire and operational charges of T&P, all labour charges, complete for finished item of work as per MORTH(5th Revision) Spec No.301 (payment will be based on levels for finished item of work).excluding GST.

Rigid Pavement HKC;Dismantling of Flexible Pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately as directed by the Engineer-in-Charge and as per technical specification clause 202.2.5 MORTH.