GENERAL

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of Brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHCum (RBR-STCL-6)

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH (RBR-STCL-5)

Cutting open C.C. road surface with concrete saw cutter and removal with Breaker and tractor with 3 tonne trolly

Manufacture, supply and delivery of H.D.P.E Pipes conforming to IS 4984-1995 including transportation to any where in A.P excluding Taxes. (Supply upto 90 mm dia in coil & above 90 mm dia straight length in 6 M) (P.H Items, P.71) PE - 100 Grade 6.0 Kg / Sq.Cm

Manufacture, supply and delivery of H.D.P.E Fittings conforming to IS 4984-1995 including transportation to any where in A.P excluding Taxes. (P.H Items, P.75) pipe ends long neck 110mm dia

MS flanges 110mm dia

110 mm Hdpe dummies

110mm HDPE L Bends

Earthwork excavation in Ordinary soil by Mechanical Means upto 3 m depth for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH (RBR-FNDN-1(B)) - 1 Cum

Excavation for roadway in soil by Mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3 MORD / 301 MORTH.

Providing concrete for plain/reinforced concrete (M10) in open foundations using 20 mm 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.

Filling of Stone Crusher Dust for foundation trenches including cost and conveyance off all materials and all labour charges ramming,watering etc, as per drawing and technical specification in Clause 305.3.9 MORD & 304 MORTH

Supply and delivery of Rubber Packing including taxes and conveyance etc., complete (3 mm / 6 mm thick).

Supply and delivery of Bolts and Nuts with double washers including cost and conveyance of all materials and all types of labour charges for loading, unloading and Transportation etc., Complete as per SS

Bailing out water from the pipe line trenches with oil engine driven pump sets, including hire charges, fuel charges and wages for Driver and Helper.

Providing House Service Connections by providing clamp saddles for tapping from HDPE mains with MDPE Fusion tapping saddle with female metal thread (SS-304) as per BSEN 12201/3 EN 1555/3 or ISO 8085-3 with pressure rating as PN 12.5 compression elbow with one side compression end suit 1/2" (20mm OD) MDPE pipe and other side with male off-take with SS-304 material inserts of size 1/2" BSP{ threads body nut and cap polypropylene clip ring POM (Acetylicresin) and O ring of NBR material as per ISO 14236-2000 standards wioth pressure ratingPN 16 Compression elbow with both side compression end to suit 1/2" (20mm OD) MDPE pipe body, nut and cap polypropylene clip ring POM (Acetylicresin) and O ring of NBR material as per ISO 14236-2000 standards wioth pressure ratingPN 16 . including all taxes transportation and other levies and cduties excluding GST & Seignorage etc, on HDPE mains .including all labour charges etc.complete HSC connection on 110x1/2" HDPE mains for Houses located pipe line opposite side

HSC connection on 110x1/2" HDPE mains for Houses located pipe line side

Lowering, Laying and jointing of HDPE Pipes by but fusion welding as per IS No.7634- part-II/1975 and true to alignment and gradient and testing the pipe line to the required presure and including all types of labour charges etc., complete as per SS.

Providing concrete for plain/reinforced concrete (M10) in open foundations using 20 mm 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.

Providing concrete for plain/reinforced concrete (M10) in open foundations using 20 mm 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.

Plastering in C.M (1:3) 12 mm thick including cost and conveyance of all Material, Labour for mixing Material, laying and curing etc., complete - 10 Sq.M. (BLD-CSTN-6.2

Laying of Plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 / 53 grade at cement as per Clause 1501.2.2 (M30 Grade) at 400 kg per cum, coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.28 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, near approaches to bridge / culvert and construction joints, and curing of concrete slabs for 14- days and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

Carting away the surplus excavated earth from the work site with a lead of 3 km beyond initial lead including loading, unloading and conveyance but excluding stacking charges etc., complete - 1 Cum.

Engaging of Labour for minor repairs of HSC connections and UGD connections including all charges etc..complete. plumber 1st class

Provision for Seignorage Charges

Provision for NAC @ 0.10%

Provision for GST @ 18%

Provision for TPQA @ 0.749 %

Unforeseen item