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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹16.3 Laccepted-aoc | accepted-aoc |
Tender Value
₹20.8 L
EMD Value
₹20,830
Closing Date
27 Jan 2026, 4:30 pmClosed
Commissioner, MCT
Tilak Road Tirupati
Laying of 160mm dia Water Supply pipe line from D.No. 13-6-600/45 to Sreekanth Loadge and 110mm dia PIpe line from D.No. 13-6-600/44/77 to 13-6-600/44/87 at P K Layout in Ward No. 11.
882540
348/TPT/25-26/GEN/TO, Dt. 24-12-2025
OPEN - NCB
Civil Engineering Works
TIRUPATHI
7 documents required · 6 mandatory · 1 optional
₹738
₹20,830
11 Feb 2026
6 Jan 2026
6 Jan 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
110mm dia HDPE pipe 6kg/cm2
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
110mm dia HDPE pipe 6kg/cm2
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 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)
Manufacture, supply & delivery at the departmental stores of steel fiber reinforcement concrete manhole frames and covers of HD-20 circular type with 560mm clear opening including loading, conveyance unloading and stacking property as directed by Departmental Authorities.
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
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
600x600mm size upto 1.00 mts depth
900x1200mm size upto 1.00 mts depth
900x1200mm size upto 1.50 mts depth
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)
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
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