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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.3 LAccepted-AOC POTHIYIL THOTTIPARAMBIL HOUSE ARAKKUPARAMBA P O MALAPPURAM 679341 | MALAPPURAM | MALAPPURAM | KERALA | 679341 | 1 | Accepted-AOC 68/AE/LSGD/PMNA/21-22 30.03.22 | |
| 2 | Rejected-Technical MANGADENRAMPATH HOUSE AANAMANGAD MALAPPURAM 679357 | MALAPPURAM | MALAPPURAM | KERALA | 679357 | - | Rejected-Technical L2 |
Tender Value
₹5.3 L
EMD Value
₹15,000
Closing Date
15 Mar 2022, 6:55 pmClosed
ASSISTANT ENGINEER
LSGD SUBDIVISION Perinthalmanna Block Panchayath
Perinthalmanna Block Panchayath Annual Plan (2021-22), Project No 79-22 Madambara Gandhi Nagar Drinking Water Supply Scheme in Thazhekkode GP (Arakkuparamba Division) (RETENDER)
2022_LSGD_479990_2
AE/LSGD/PMNA BP/ETN15/21-22
Open Tender
Civil Works - Water Works
Item Rate
180 days
Perinthalmanna
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,416
Yes
₹15,000
Yes
20 Apr 2022
7 Mar 2022
18 Mar 2022
7 Mar 2022
15 Mar 2022
7 Mar 2022
Amount
Appendix - B. Pipe line work.
50.18.7.6.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50 mm dia 10 Kfg/cm - Internal work- Exposed on wall
50.18.9.6.1 : 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. 50 mm dia 10Kgf/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
13.33.1 : Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
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
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
2.26.2 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock
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
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
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.
13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
4.1.6 : 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 40 mm nominal size)
4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
motor and pump house
od1672002/2021_2022 : Constructing and erecting prefabricated MS Sheet pump house with MS angles, MS Sheet, nut and bolt etc complete
od1672003/2021_2022 : Supply and erection of electrically driven best quality reputed make open well /Borewell submersible pumpset having bronze impeller,stainless steel shaft , capable of discharging required lpm agaist a total required head including all required accessories such as panel board,Main switch,suitable starter, volt metre, capacitor ammetre,pressure gauge, reflex valve, sluice valve, suitable size flat submerssible cable, wiring materials, GI delivery pipes of required lengthfor open well , required earthing, erection charges,electrification in the pump house etc. complete.
Muhammed Shabeer M P
Bidder Name
MOHAMMED FAISAL P T
Muhammed Shabeer M P
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