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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 LAccepted-AOC CHATTIKKAL HOUSE KOTTAPPADI | KOTTAYAM | KERALA | 686001 | L1 | Accepted-AOC First lowest | |
| 2 | L2₹6.9 L+₹18,171.73 (2.71%)Rejected-AOC NOT AVAILABLE | L2 | Rejected-AOC second lowest |
Tender Value
₹7.1 L
EMD Value
₹17,832
Closing Date
7 Sept 2020, 3:00 pmClosed
Assistant Executive Engineer
office of PWD Buildings sub Division MuvTTUPUZHA
This estimate has been prepared for ReConstructing the collapsed portion of the Retaining wall in the open stadium ground at TMJM College Manimalakkunnu using RR superstructure
2020_PWD_379645_1
06/AEE/MVPA/20-21
Open Tender
Civil Works - Buildings
Item Rate
180 days
Manimalakkunnu
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,575
AEE
₹17,832
Yes
30 Sept 2020
25 Aug 2020
11 Sept 2020
25 Aug 2020
7 Sept 2020
25 Aug 2020
Amount
15.9.1 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortor
15.3 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
od24554/2020_2021 : Demolishing laterite work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge. In cement mortar
15.34.2 : Dismantling and stacking with in 50 metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of :R.C.C.
2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
od39291/2019_2020 : Random rubble masonry with hard stone in super structure including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) in Retaining walls Cement mortar 1:6 (1 cement : 6 coarse sand) using available hard stone
7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
4.2.3 : 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. up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
4.3.2 : Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.16.1 : Edges of slabs and breaks in floors and wallsUnder 20 cm wide
5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
50.6.1.4 : Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete
od39288/2019_2020 : Providing 110 mm dia PVC pipes, as weep holes in Retaining walls complete as per direction of Engineer-in-Charge. 110 mm dia 4 kgf/cm2
13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
Cods Constructions
Bidder Name
Cods Constructions
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fin_eval.pdf
aoc.pdf
finance_538438.pdf
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