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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.9 LAccepted-AOC | L1 | Accepted-AOC Agreement executed by L1 bidder | |
| 2 | L2₹24.9 L+₹2.0 L (8.82%)Rejected-AOC PLOT NO 10 A WARD 70 SHAHENSHAH GARDEN PUNJABI BAGH VILLAGE TOWN SHAHENSHAH GARDEN CITY BHOPAL BHOPAL MADHYA PRADESH 462023 INDIA | BHOPAL | MADHYA PRADESH | 462023 | L2 | Rejected-AOC Agreement executed by L1 bidder |
Tender Value
₹20.9 L
EMD Value
₹50,000
Closing Date
2 Nov 2020, 6:00 pmClosed
Executive Engineer
Executive Engineer Harbour Engineering Division Malappuram Ponnani
Entrance gate structure and compound wall
2020_HED_394158_1
141/HED/EEM/2020-21
Open Tender
Civil Works - Buildings
Item Rate
90 days
Tanur
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,760
Yes
online
₹50,000
Yes
29 Mar 2021
23 Oct 2020
4 Nov 2020
23 Oct 2020
2 Nov 2020
25 Oct 2020
23 Oct 2020 - 25 Oct 2020
Amount
APPENDIX A Entrance gate
4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
od5731/2020_2021 : Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge.<br>All work upto plinth level ( od based on 5.34.1)
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
od5732/2020_2021 : Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. All work above plinth level upto floor V level ( od based on 5.33.2 )
5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.22A.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
od5741/2020_2021 : Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, and Epoxy paint two coat including welding and bolted with special shaped washers etc. complete((Od based on 50.10.2 Replaced 13.50.3 with 13.52.1 Epoxy paint)
50.6.7.2 : Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.
APPENDIX B - Plastering and painting work
13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
13.48.2 : Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.75 ltr/10 sqm of approved brand and manufacture
APPENDIX B- Compound wall
od6259/2020_2021 : Hire charges of Excavator , for rehandling stones and levelling sea wall top between South Breakwater to North breakwater including mobilisation, wages of crew, fuel charges etc.
51.18.12.6 : Providing and fixing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately) External work - 50 mm nominal dia
16.70.2 : Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I wire of dia 4 mm. PVC coated to achieve outer dia. not less than 5 mm in required colour and shade
60.7.6 : Supplying and stacking granite stone 20 to 45 dm3 for dumping works- Supplying at site of work granite stone 20 to 45 dm3 in size (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) for measurement ( deducting not less than 15% for voids as fixed by the departmental officer at site) including all cost, conveyance, loading and unloading charges all other incidental charges all leads and lifts etc. complete as per the direction of the departmental officers at site.
60.7.8 : DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
Compound wall Belt
11.4.4 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203IV.R.C.C grade M 20
11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
K.K.ENGINEERING COMPANY
Bidder Name
K.K.ENGINEERING COMPANY
T.M.CONSTRUCTIONS
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