TPL 01 /Construction of Piped Drainage from Panchayat Office to Kappalaru in Periyapattinam Panchayat (700m)

Rural Development and Panchayat Raj Department · Thiruppullani, Ramanathapuram, Tamil Nadu · Civil Works & Infrastructure · open

Key facts

Tender value: ₹11.7L
EMD: ₹12K
Published: 22 Oct 2026
Closing date: 10 Nov 2026
Status: open
Status as of: 06 Nov 2026 03:44 UTC
Department: Rural Development and Panchayat Raj Department
Office: Panchayat Union Office, Thiruppullani

Description

Construction of 700m piped drainage from Panchayat Office to Kappalaru in Periyapattinam Panchayat, under the General Fund (B.PT & V.PT) 2026-27. Completion period is 6 calendar months from the work order.

Eligibility & requirements

Experience required: 5 years
Startup relaxation: No
MSE relaxation: No
Certifications: Contractor registration with the concerned Panchayat Union or current Class-IV registration with a Tamil Nadu State Government department/undertaking
Documents required: Demand draft towards the Earnest Money Deposit, PAN card issued by Income Tax Authorities, Contractor Registration certificate and Live certificate, List of works executed, List of Works in hand, List of Machineries owned/brought on hire, Goods and Services Tax (GST) registration certificate, Latest Income tax assessment order or return and latest VAT/GST return, Certificates from the competent authority for similar road construction works completed within the last five years, Details of works for which bids have already been submitted, with value, Availability of Contractor’s Major Equipments proposed for carrying out the works, Details and Qualification of technical personnel proposed for the Contract, Power of attorney / Authorization for persons signing the Tender and partner-in-charge, if any, Provisional action plan for completion of various activities, Filled and signed bid documents in the prescribed format with price details in figures and words, Information regarding litigation or arbitration resulting from contracts executed in the last five years or currently under execution

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Commercial terms

Bid type: Item Rate
Evaluation: Item rate
Make in India (MII): No
MSE preference: No

Line items (19)

Earth work excavation and depositing on bank with an initial lead of 10 m and lift of 2m in narrow trenches for laying and jointing of pipe for water supply in hardstiff clay , black cotton soil , hard earth ,and hard gravelly soil etc complete. — Qty: 378 Cum
Refilling with excavated earth after the pipes are laid jointed and tested including watering ramming and consolidation etc complete as directed by RDDA Officers — Qty: 378 Cum
Conveyance of the following PVC and spls with lead 200m to site of work and laying to preapare grade and alingment and joniting pipes with couplers and cement paste and testinf to the requored pressure ect complete (SN8-SDR 34(S 16.5)) — Qty: 700 Mtr
200mm PVC-U — Qty: 700 Mtr
20mm PVC Bend — Qty: 10 Nos
20mm PVC Tee — Qty: 7 Nos
Earth work excavation for foundation in all class of soils except hard rock requiring blasting but shoring shuttering and baling out water wherever necessary and refilling the sides of the foundation with excavated earth in layers of not more than 15 cm thick well rammed and consolidated and depositing the surpous earth in all palces shown by the departmental officers with initial lead and lift etc including levelling the site etc., complete with standard specification in hard stiff cllay, stiff black cotton soil, hard fred earth, shale murums, gravel stoney earth, and earth mixed with 50% fair sized boulders, and hard gravelly soil in foundation. — Qty: 20.22 Cum
Cement concrete 1:4:8 (one cement, five sand, and Ten hard broken stone) Using 40mm ISS size Hand Broken granite stone Jelly for Foundation and Flooring including labour charges for mixing concrete watering and laying the concrete in layers not more than 15 cms thick compacting etc complete complying with standard specification etc complete. — Qty: 2.53 Cum
Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for bed blocks for 10 cum — Qty: 12.03 Cum
Supplying and erecting shuttering including necessary support for plance surface in Foundation Basement and Roof sllabs struting upto 3.29 M height for plane surfaces for floors for RCC column footings columns plinth beam and connecterd with foundations grade beams, raft slabs stair case steps, bed blocks, critical pier, etc beams roof slabs, using mild steelsheets of size 90 x 60 cm and 10 gouge stiffened, welded with steel angles of size 25 mm x 25 mm x 3mm for boarding laid over silver oak (country wood) joists of 10 cm size x 6.5 cms size spaced at abour 90 cms center to center and supported cauanna props of 10 cm to 13 cms spaced at 75 cms to center to center etc., complete complying with standard specification and as directed (SI - 155) — Qty: 104.58 Sqm
Cement Concrete 1:1.5:3 (one cement one and half sand and three machine broken stone) using 20 mm ISS gauge machine broken HBG metal for RCC works excluding cost and (abrication otreinforcement and centerning shuttering charges but including curing and providing fixtures like fan clampsin the RCC floor or Roof wherever necessary and bearing surfaces of walls sides and bottom of slab, beam etc., shall be finished smooth with cement mortar 1:3 (one cement and three sand) 12mm thick and with kraft paper without claming extra etc as directed by the departmental Officers complete complying with standard specification. — Qty: 1.69 Cum
Supplying, fabricating and placing in position inild steel or ribbed tor steel and all reinforced cement Concrete works as per the design given including cost of steel and binding wire in all floors etc complete complying with Standard (MS rods or RTS rods) which will be supplied departmentally at section stores and cost will be recovered at issue rate. The binding wire shall be supplied by the Contractor. — Qty: 138.02 Kg
Earth work excavation for foundation in all class of soils except hard rock requiring blasting but shoring shuttering and baling out water wherever necessary and refilling the sides of the foundation with excavated earth in layers of not more than 15 cm thick well rammed and consolidated and depositing the surpous earth in all palces shown by the departmental officers with initial lead and lift etc including levelling the site etc., complete with standard specification in hard stiff cllay, stiff black cotton soil, hard fred earth, shale murums, gravel stoney earth, and earth mixed with 50% fair sized boulders, and hard gravelly soil in foundation. — Qty: 47.92 Cum
Cement concrete 1:4:8 (one cement, five sand, and Ten hard broken stone) Using 40mm ISS size Hand Broken granite stone Jelly for Foundation and Flooring including labour charges for mixing concrete watering and laying the concrete in layers not more than 15 cms thick compacting etc complete complying with standard specification etc complete. — Qty: 0.2 Cum
Brick work in CM 1:5 mix using country Bricks including cost and conveyance labour charges etc. — Qty: 2.36 Cum
Plastering with cement mortar 1:5 mix to 12mm thick including cost and conveyance of all materials to site — Qty: 30.56 Sqm
Filling with 40mm HBG metal including all conveyance of all materials to site and all labour charges etc complete — Qty: 14.13 Cum
Filling with 20mm HBG metal including all conveyance of all materials to site and all labour charges etc complete — Qty: 13.65 Cum
Supplying and ﬁxing P.V.C rainwater down fall pipe of 110m dia with necessary shoes, bends,& clamps etc., — Qty: 1 Mtr

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