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Tender Value
₹21.8 L
EMD Value
₹21,785
Closing Date
30 Jun 2026, 4:30 pm
MUNICIPAL CORPORATION TIRUPATI
Thirupathi
Laying of 160mm dia HDPE pipe line from D.No. 13-6-616/J3/34 to 13-6-602 at Katteladoddi Street P K Layout Area in Ward No. 11 (Zone-2) -(15th Finance Commission - 2024-25 (1st Installment) Tied Grant).
946397
27/TPT/26-27/15th FC/TO, Dt. 09-06-2026
OPEN - NCB
Civil Engineering Works
TIRUPATHI
7 documents required · 6 mandatory · 1 optional
₹772
₹21,785
15 Jun 2026
15 Jun 2026
15 Jun 2026
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.
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
Manufacture, supply, & delivery of HDPE pipes conforming to IS 4984 - 1995 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 6kg/cm2
Manufacture Supply and Delivery of CI Pipes and Fittings (SPLS) conforming to IS No 7181/1986, 5531/1988, 3950/1979, and CID Joints conforming to IS No. 8794/1988 at site of work any shle in A.P including loading unloading transportaion site of work stacking at site transit lisk and package including all taxes and duties etc. complete.
200mm dia CID Joints Class 15
150mm dia CID Joints Class 15
100mm dia CID Joints Class 15
150mm dia CI Tail Pieces
Supply & delivery of bolts and nuts with double washers including cost and conveyance of all taxes etc. completed.
Supply & delivery of leather sheet washers including cost and conveyance of all taxes etc. completed.
Supply & delivery of PVC Pipes and specials for HSCs including cost and conveyance of all taxes etc. completed.
160x15mm dia PVC Saddles
15mm dia Ferrules
15mm dia PVC Pipe
15mm dia PVC MTA/FTA
15mm dia PVC Couplings
Solvent Cement (100ml)
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 6kg/cm2
Construction of Valve pits including earth work excavation, sand filling laying CC work, brick work, plastering work, conveyance of excavated earth and covering with SFRC frames and covers including cost and conveyance of all labour charges etc. complete as per departmental designs and drawings . (1.50 X 1.50 X 1.20) Size
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
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 appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars and construction joints, plasticizer to attain proper workability as per IS 9103/99 & as approved, curing of concrete slabs for 14- days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. item RBR-CCPV-5 of standard data.
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. For Stone Earth
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. For Earth Work
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