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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.2 LAccepted-AOC NO 194 METTU STREET MUTHUPILLAI PALAYAM PUDUCHERRY 605 010 | PONDICHERRY | PUDUCHERRY | 605010 | L1 | Accepted-AOC LOWEST | |
| 2 | L2₹41.0 L+₹1.8 L (4.64%)Rejected-Finance | L2 | Rejected-Finance Not Lowest |
Tender Value
₹41.2 L
EMD Value
₹82,311
Closing Date
27 Sept 2023, 10:00 amClosed
The Executive Engineer, ID., PWD., Puducherry.
The Executive Engineer, Irrigation Division, PWD., No.3, Eveche Street, Puducherry.
Construction of PCC drain for Oulgaret Sannadical Branch Channel from Annai Nagar Pump House to Sivaganapathy Nagar in Villianur, Puducherry.
2023_PWDC2_13744_1
46/PW/IRRN/2023-2024
Open Tender
Civil Works
Item Rate
90 days
Puducherry
Please Refer Tender Documents
3 documents required · 3 mandatory
₹525
₹82,311
27 Nov 2023
20 Sept 2023
27 Sept 2023
20 Sept 2023
27 Sept 2023
20 Sept 2023
Amount
Earth work in excavation by mechanical means (Hydraulic excavation) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m - all kinds of soil
Extra for every additional lift of 1.5m or part there of in excavation / banking excavated or stacked materials - all kinds of soil
Supply of Quarry rubbish including stacking to department gauge for premeasurement and spreading required thickness
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size)
Centring and shuttering including strutting , propping etc. and removal of form work for - foundations, footings, bases for columns
Centring and shuttering including strutting , propping etc. and removal of form work for - retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns,piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping,bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc. upto floor five level, excluding the cost of centering ,shuttering and finishing - 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
Providing and fixing on wall face unplasticised rigid PVC rain water pipes conforming to IS: 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10mm gap for thermal expansion, (i) Single socketed pipes - 110 mm diameter
12mm cement plaster finished with a floating coat of neat cement of mix - 1:3 (1 cement :3 fine sand)
Providing, laying and jointing UPVC pipes(Finolex / jain / Supreme / Truebore / Nandi) (0.4 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment, including cost of solvent cement, excluding UPVC specials such as bends, tees, threaded pieces, couplers, reducer, endcaps etc., complete all as per IS and CPWD specification. - 200mm dia.
Making of bund wall with HDPE cement bags filled with stone dust/quary rubbish for discharge regulation, breach closing/diversion arrangement. The rate includes head load the cost of empty HDPE bags, cost of stone dust, labour charges for filling the bags and placing in position of its purpose working in or under foul/slush condition ,in or under water and / or liquid mud, including pumping out water as required all as directed by the Engineer-in-charge.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m
K BALABASKARAN
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