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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.5 LAccepted-AOC NO 74 WEST STREET KARIKALAMPAKKAM POST PUDUCHERRY 605 007 | CUDDALORE | TAMIL NADU | 605007 | ₹13.5 L | L1 | Accepted-AOC lowest tenderer |
| 2 | L2₹14.4 L+₹86,150 (6.36%)Rejected-Finance | ₹14.4 L+₹86,150 (6.36%) | L2 | Rejected-Finance Not Lowest |
| 3 | L3₹14.5 L+₹96,100 (7.10%)Rejected-Finance PUDUCHERRY | KARAIKAL | PUDUCHERRY | 609607 | ₹14.5 L+₹96,100 (7.10%) | L3 | Rejected-Finance Not Lowest |
| 4 | L4₹14.6 L+₹1.0 L (7.63%)Rejected-Finance NO 05 THOLKAPPIAR STREET ASHOK NAGAR LAWSPET PUDUCHERRY 605 008 | PONDICHERRY | PUDUCHERRY | 605008 | ₹14.6 L+₹1.0 L (7.63%) | L4 | Rejected-Finance Not Lowest |
Tender Value
₹14.1 L
EMD Value
₹28,144
Closing Date
19 Mar 2024, 10:00 amClosed
The Executive Engineer, ID., PWD., Puducherry.
The Executive Engineer, Irrigation Division, PWD., No.3, Eveche Street, Puducherry.
Construction of RCC slab Culvert across P.S. Palayam drainage channel to connect Govindasamy Nagar from Thirukkanur- Madagadipet road in Kalitheerthalkuppam Village, Mannadipet Commune, Puducherry.
2024_PWDC2_15640_1
TN.108/PW/IRRN/2023-2024
Open Tender
Civil Works
Item Rate
120 days
Puducherry
Please Refer Tender Documents
3 documents required · 3 mandatory
₹525
₹28,144
5 Dec 2024
12 Mar 2024
19 Mar 2024
12 Mar 2024
19 Mar 2024
12 Mar 2024
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
Supplying and filling with quary dust in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth consolidating each deposited layers by ramming and watering etc. complete. The rate includes all lead and lift head load, pumping out any type of water or liquid mud due to stagnation /flowing / seepage and also working in or under foul/slush condition in or under water and / or liquid mud etc., complete all as directed by theEngineer-in-charge
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)
Centering and shuttering including strutting , propping etc and removal of form for - foundations, footings, bases of columns etc for mass concrete
Centering and shuttering including strutting , propping etc and removal of form for - Walls (any thickness ) including attached pilasters , butteresses , plinth and string courses etc.
Providing and laying in position specified grade of reinforced cement concrete , excluding the cost of centering , shuttering , finsishing and reinforcement - All work upto plinth level 1:1.5:3 (1cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
Centering and shuttering including strutting , propping etc and removal of form for - Suspended floors , roofs , landings , balconies and access platform
Reinforced cement concrete work in walls (any thickness) , including attached pilasters, buttresses , plinth and sting courses , fillets , columns , pillars , piers , abutments , posts and struts etc. upto floor five level excluding cost of centering , shuttering , finishing and reinforcement - 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size)
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 - 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
Steel reinforcement for R.C.C.work including straightening , cutting , bending , placing in position and binding all complete upto plinth level - Thermo -Mechanically treated bars (ISI BRAND OF APPROVED MAKE) Fe - 415 or more
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 and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size)
Steel work welded in built up sections / framed work , including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required - in gratings, frames, guard bar, ladder, railings, brackets,gates and similar works
Making of bund wall with HDPE cement bags filled with stone dust / quarry 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 in or under foul portion in or under water and / or liquid mud, including pumping out water as required 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
Supplying and filling with gravel (excluding rock) in layers not exceeding 20cm in depth , breaking clods , watering , rolling each layer with 1/2 tonne roller , or wooden or steel rammers and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes capacity including all leads and lift (Payment will be made based on level measurement)
R Venkatachalam
tamil mani
M.THIRUGNANAM CONSTRUCTIONS
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