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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.5 LAccepted-AOC KANAKALAPETA YANAM | L1 | Accepted-AOC Work Order Issued. | |
| 2 | L2₹9.8 L+₹30,700 (3.22%)Rejected-Finance | L2 | Rejected-Finance Rejected | |
| 3 | L3₹10.3 L+₹73,830 (7.75%)Rejected-Finance | L3 | Rejected-Finance Rejected | |
| 4 | L4₹10.3 L+₹76,294 (8.01%)Rejected-Finance | L4 | Rejected-Finance Rejected | |
| 5 | L5₹10.6 L+₹1.1 L (11.5%)Rejected-Finance KANAKALAPETA YANAM | L5 | Rejected-Finance Rejected |
Tender Value
₹11.0 L
EMD Value
₹21,908
Closing Date
21 Sept 2020, 3:30 pmClosed
EE PWD Yanam
Chinta Street, PWD Yanam
Construction of 1.26 Lakh Litres capacity clear water storage sump at Kursampeta water works in Yanam
2020_PWDC2_6668_1
24/EEY/2020-21
Open Tender
Civil Works
Works
60 days
Yanam
Please refer Tender documents.
2 documents required · 2 mandatory
₹525
EE PWD Yanam
₹21,908
6 Oct 2020
14 Sept 2020
22 Sept 2020
14 Sept 2020
21 Sept 2020
14 Sept 2020
Amount
2.6.1A Earth work in excavation over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50m and lift upto 1.5m, disposed earth to be leveled and neatly dressed all kinds of soil.
2.16.2 Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered) – Depth exceeding 1.5m but not exceeding 3m.
2.26.1 Extra for every additional lift of 1.5m or part thereof in – All kinds of soil.
2.27 Supplying and filling in plinth with sand under floors including, watering, ramming consolidating and dressing complete.
4.1.8 Providing and layuing in position cement concrete of specified grade excluding the cost of centering and shuttering – All work upto plinth level 1:4:8 (1 Cement:4 Fine sand: 8 graded stone aggregate 40mm Nominal size).
5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement – All work upto plinth level 1:1.5:3 (1 Cement : 1.5 coarse sand:3 graded stone aggregate 20mm Nominal size).
5.9.1 Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete – Using steel sheet with M.S. frames.
5.9.2 Centering and shuttering including strutting, propping etc. and removal of form for: walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. – Using steel sheet with M.S. frames.
5.9.3 Centering and shuttering including strutting, propping etc. and removal of form for: suspended floors, roofs, landings, balconies and access platform using steel sheet with M.S. frames.
5.9.5 Centering and shuttering including strutting, propping etc. and removal of form for: Lintels, beams, plinth beams, girders, bressumers and cantilevers – Using steel sheer with M.S. frame.
5.22.6 Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete – Thermo Mechanically Treated bars 9TISCON/VIZAG/IISCO/SAIL/JSW) including placing the M30 grade athees make cover block @ 60cm centre to centre.
10.25.2 Steel work welded in built up section/frame work including cutting hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In grating, frames, guard bar, ladder.
11.3.1 Cement concrete flooring 1:2:4 (1 Cement:2coarse sand :4 garded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete- 40mm thich with 20mm Nominal size stone aggregate.
13.16.1 6mm Cement Plaster of Mix 1:3 (1 Cement:3 fine sand).
31.160.1M Providing, laying and jointing UPVC pipes (Finolex / jain) (1MPa) 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 end caps etc. compete all as per IS and CPWD specification – 200mm dia.
vankayala Narendra
Kanakala Nageswara Rao
KANAKALA SATYANARAYANA
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