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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.7 LAccepted-AOC 20 1 2024 | 1 | Accepted-AOC L1 | |
| 2 | 2₹6.9 L+₹16,756.36 (2.50%)Rejected-Finance | 2 | Rejected-Finance L2 | |
| 3 | 3₹7.0 L+₹33,972.41 (5.08%)Rejected-Finance | 3 | Rejected-Finance L3 | |
| 4 | 4₹7.1 L+₹38,528.27 (5.76%)Rejected-Finance LSGD SECTION THAZHEKODE PERINTHALMANNA MALAPPURAM | KANNUR | KERALA | 670612 | 4 | Rejected-Finance L4 | |
| 5 | 5₹7.2 L+₹54,757.73 (8.18%)Rejected-Finance | 5 | Rejected-Finance L5 |
Tender Value
₹8.5 L
EMD Value
₹12,800
Closing Date
12 Aug 2021, 6:55 pmClosed
Asst ENGINEER , LSGD SUBDIVISION PERINTHALMANNA
Asst ENGINEER , LSGD SUBDIVISION PERINTHALMANNA, 679322
Perinthalmanna Block Panchayath Annual Plan (2021-22), Project No 127-22 Kunnummal Sc Colony Water Supply Scheme in Thazhekkode GP (Arakkuparamba Division) (250 -21)
2021_LSGD_432557_5
AE/LSGD/PMNA BP/ETN01/21-22
Open Tender
Civil Works - Water Works
Item Rate
180 days
PERINTHALMANNA BLOCK
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,006
Yes
₹12,800
Yes
23 Sept 2021
2 Aug 2021
16 Aug 2021
2 Aug 2021
12 Aug 2021
2 Aug 2021
Amount
Appendix - B. Pipe line work.
50.18.9.8.1 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 75 mm dia 6 Kgf/ cm2
od1326082/2021_2022 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 75 mm dia 10 Kgf/ cm2
50.18.9.7.1 : Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. 63 mm dia 6Kgf/cm2
50.18.9.6.2 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50 mm dia 6 Kgf/cm2
18.15.1 : Providing and fixing brass bib cock of approved quality :15 mm nominal bore
18.17.3 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm nominal bore
51.18.12.2 : Providing and fixing G.I. pipes complete with G.I. fittings (cost of fittings to be paid separately) External work - 20 mm nominal dia
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
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)
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
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 up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 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
5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
18.48 : Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
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
2.26.1 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
50.6.7.1 : Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
HAMZA K K
MOHAMMED SHAFI
DEEPAK MN
MUHAMMED RAFEEQ
Bidder Name
MUHAMMED RAFEEQ
HAMZA K K
MOHAMMED SHAFI
abdul gafoor
DEEPAK MN
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