Construction of CC Drain, CC road and UGD Pipe line from D.No. 20-1-38 to D.No. 20-1-40 in Ashok Nagar, Laying of Water Supply line 160mm dia Pipe line from D.No. 18-2-268/15 to 18-2-268/18a at Abbanna Colony in Ward No. 33 Under Zone-II.(Reserved for SC/ST and Waddera).

Demolition and disposal of unservicable materials with in 100mtrs lead for Brick Masonery Walls

Demolishing and disposal of unserceable materails within 100 Mts lead For unreinfoced cement concrte more than 15 cm thickness

Demolishing and disposal of unserceable materails within 100 Mts lead For unreinfoced cement concrte upto 15 cm thickness

Demolishing and disposal of unserceable materails within 100 Mts lead For RCC Work

Cutting open CC road surface including labour charges, all leads, lifts and conveyance of all materials etc., complete as directed by the departmental officers for pipeline trenches.

Manufacture, supply, & delivery of (DWC) structured wall polyethylene/ polypropylene piping system with nonsmooth external annular corrugated and smooth internal surface (Double Wall) for nonpressure sewage & Drainage application pipes of standard length 6 m, grade conforming to IS 16098 (part-II: 2013) including transportation to anywhere in A.P, excluding all taxes.

Inner Dia150 mm Stiffness Class SN-8 MAT-07622

Manufacture, supply, & delivery of HDPE pipes conforming to IS 4984 - 2016 including transportation to any where in A.P, excluding excise duty etc., complete. ( Supply upto 90 mm dia in coil & above 90 mm dia straight length in 6 M.)

160mm dia HDPE pipe

110mm dia HDPE Pipe

Laying and jointing of HDPE pipes by butt fusion welding as per IS:7634-Part-II/1975 as amended from time to time to the alignment and gradient and testing the pipe line to the required pressure including sales tax but excluding specials etc., including VAT and Labour cess and excluding CED and Service Tax

160mm dia HDPE pipe

110mm dia HDPE Pipe

Earthwork excavation by Manual means and depositing on the bank in all types of soils like black cotton soil, red earth and ordinary gravel, hard gravelly soils, mixture of gravel, soft disintegrated rock, hard disintegrated rock, Conglomerated rock, stoney earth and earth mixed with fair size boulders except rock requiring blasting with different lifts as per specifications and drawings and as directed by the departmental officers, including protecting the walls and other structures, existing water supply lines, sewers, power cables, telephone cables/ducts, storm water drains, etc., wherever it is possible so as not to distrub the existing utility services etc., taking all precautionary measures in the restricted areas including diversion of the traffic, removal of stumps and other deleterious material and disposal upto a lead of 1000 m, dressing of sides and bottom and excluding backfilling for pipeline trenches including all incidental and operational charges etc.,complete.

Earthwork excavation for Structures as per drawing and technical specifications clause 305.1 including dewatering, setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50mtrs, dressing of sides, bottom and back filling in trenches with excavated suitable material as per technical specification 305 MORD / 304 MORth

Providing bedding with sand for necessary areas as per specification and drawing including cost and conveyance of materials to site with all leads, lifts including watering, tamping, ramming, labour charges, all other incidental and operational charges etc., complete as per detailed specification and directed by the Engineer - in - Charge

Laying of SN8 structured wall (External Annular Corrugated & Smooth Internal surface) Polythelene pipes, on the lower bedding (Constructed at bottom of trenches) at prescribed gradient, depth & alignment including installation and jointing of the same with the help of coupler (on line/ off line) attached to one end of the pipe & sliding the coupler end over the elastomeric sealing rubber ring fitted on the specified valley of the spigot end of next pipe, testing the water tightness of the joint assembly, ensuring the continuity tests of specified pipe segments etc. complete as per drawing, specifications & detail engineering, including carriage of pipes & fittings from site stacks to the place of laying etc. as per direction of Engineer-in-charge. (Payment to be made on the basis of actual finished length of pipe line)

Inner Dia150 mm Stiffness Class SN-8

Construction of manholes along the sewer line for the following depth as per the dept Drawings and as directed by dept. officers including earth work excavation, laying CC works, brick work using 1st class wire cut mechanised bricks, plastering etc., including cost and conveyance of all materials and labour charges for, civil works, conveyance of manhole frames, covers and steps from deptl. Stores to site of work, fixing manhole, frames, covers and steps in position, benching channelling finishing smooth with a coat of neat cement etc., compelte but excluding the cost of manhole frames, covers and steps

600x600x1.00 mtrs depth

900x1200x1.00 mtrs depth

900x1200x1.50 mtrs depth

Providing Plain cement concrete 1:4:8 using 40 mm metal with concrete mixer upto plinth level as approved by the department including cost and conveyance of all materials to site, machine mixing of concrete, all lifts, leads, delifts, centering, laying in position, vibrating, compacting, curing, removal of centering, all labour charges, tools and plants, and all other incidental and operational charges etc., complete as per specifications, drawings and as directed by the Engineer - in - Charge

Providing Plain cement concrete M15 grade nominal mix as approved by the department using 20 mm graded hard granite machine crushed metal including cost and conveyance of all materials to site, machine mixing of concrete, all lifts, leads, delifts, centering, laying in position, vibrating, compacting, curing, removal of centering, all labour charges, tools and plants, and all other incidental and operational charges etc., complete as per specifications, drawings and as directed by the Engineer - in - Charge (concrete machine mixing)

Providing Plain cement concrete M15 grade nominal mix as approved by the department using 20 mm graded hard granite machine crushed metal including cost and conveyance of all materials to site, machine mixing of concrete, all lifts, leads, delifts, centering, laying in position, vibrating, compacting, curing, removal of centering, all labour charges, tools and plants, and all other incidental and operational charges etc., complete as per specifications, drawings and as directed by the Engineer - in - Charge (concrete machine mixing)

for Drain Walls

Plastering with CM (1:5) prop., 12 mm thick, with sponge finishing including cost and conveyance of all materials to site, tools and plants, labour charges, leads, lifts, curing, scaffolding and all other incidental and operational charges etc., complete for finished item of work

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH.

Providing Plain cement concrete M 20 Nominal Mix using 20 mm metal (1:2:4)and using concrete mixer as approved by the department including cost and conveyance of all materials to site, machine mixing of concrete, all lifts, leads, delifts, centering, laying in position, vibrating, compacting, curing, removal of centering, all labour charges, tools and plants, and all other incidental and operational charges etc., complete as per specifications, drawings and as directed by the Engineer - in - Charge (may be used as CC 1:2:4)

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

Manufacture as per BIS:12592 (Part 1&2)Supply & Delivery of manhole covers and frames with ISI marking anywhere in A.P.,F.O.R. destination including, loading, unloading & stacking at site but excluding central excise duty, sales tax, octroi and other Govt levies etc., as applicable.

Raising of existing Manholes to Present Road level with CC (1:2:4) mix using 20mm HBG down graded metal including removing of low level manhole, raising to present road level with CC, fixing of SFRC frame and cover, labour charges for curing etc..complete

(BLD-CSTN-8-31)-Supplying and fixing Gyp Board Suspended regular single layer false ceiling (GS-MFSC-4.1 as per India Gypsum) using 12.5 mm thick Gyp Board conforming to IS 2095 - 1982 fixing to Gyp steel Gl perimeter channels of size 20 mm x 27 mm x 30 mm(web) of 0.55 mm thick along the perimeter of ceiling screw fixed to brick wor/ partition at 610 mm c/c and suspending the frame work using Intermediate channels (45 mm x 15mm x 1'5mm x 0. 9 mm) from soffit at 1220 mm c/c with ceiling angle (25 mm x 10 mm x 0.55 mm) fixed with Gl Cleat and steel expansion fasteners & connecting clip to the ceiling channels (with knurled web of 51.5 mm X 26 mm x 0.5 mm x 0.55 mm) fixed in direction perpendicuIar to the intermediate channeI at 457 mm c/c and fixing te 12.5 mm tapered edge Gypboard with 25 mm drywall screws at 230 mm c/c & jointing and finishing using jqint compound and paper tape to have a flush look including filling the tapered & square edges with jointing compound, two coats of drywall topcoat complete for finished item of work as per India Gypsum Ltd specification. GYPBOARD SUSPENDED FALSE CEILING

Carting away the surplus excavated material i.e., earth from the site to a suitable distance of about 5 kms including loading, unloading, conveyance, labour charges, all leads and lifts and other incidental and operational charges etc., complete.

Dismantling Quantity

Earth Work Quantity