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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.4 LAccepted-AOC | 1 | Accepted-AOC . | |
| 2 | 2₹11.6 L+₹1.2 L (11.7%)Rejected-Finance | 2 | Rejected-Finance . | |
| 3 | Rejected-Technical MANIKANDA BHAVAN THENMALA | - | Rejected-Technical . | |
| 4 | Rejected-Technical | - | Rejected-Technical . |
Tender Value
₹13.3 L
EMD Value
₹20,005
Closing Date
3 Jan 2022, 6:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer, LSGD Section, Mylom
337/21-22 PHC Building compound wall maintenance and filling in ward 13 of Mylom GP
2021_LSGD_463175_17
3/AE/LSGD/MLM/21-22
Open Tender
Civil Works - Roads
Item Rate
120 days
Mylom GP
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,174
Yes
₹20,005
Yes
18 Feb 2022
27 Dec 2021
5 Jan 2022
27 Dec 2021
3 Jan 2022
27 Dec 2021
Amount
Sheet roofing, interlock, side wall
51.18.12.7 : Providing and fixing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately) External work - 65 mm nominal dia
od1485657/2021_2022 : Providing and laying factory made chamfered edge cement concrete paver blocks in footpath, parks,lawns,drive ways or light traffic parking etc , of required strength, thickness and size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over layer of 10mm chips, compacting and proper embadding/laying of interlocking paving blocks into the 10mm chips bedding layer through vibratory compaction by using plate vibrator,filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping 60mm thick CC paver block of M-30 grade with approved colour design and pattern
50.12.2.2 : Providing & fixing Poly carbonate multi wall plain sheet 4 mm thick as approved by the Engineer in charge and should be supplied in a single length of 12 M or as decide by the Engineer in charge. The sheets shall be fixed using self drilling/ self tapping screw of size (5.5x55mm) with EPDM seal complete upto any pitch in horizontal / vertical / curved surfaces, but excluding the cost of purlins, rafters, trusses and including cutting to size and shapes where ever required.
2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
2.7.3 : Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Hard rock (blasting prohibited
60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
60.7.3 : DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.
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
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)
4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
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
50.2.25.1 : Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
SASIDHARAN CONTRCTOR
ANANDAKRISHNAN U
Ravindran.M
Bidder Name
SASIDHARAN CONTRCTOR
ANANDAKRISHNAN U
Ravindran.M
GOPINATHAN PILLAI R
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finance_662889.pdf
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