Annual Plan LIDEW Section Pallassena GP 2024-25- Cheppadam gramam samagravikasanam-project no221- 24-25

Amount

OD253100/2024-2025:Site investigation and locating suitable site for digging bore well,including all charges etc. complete.

OD253098/2024-2025:Digging bore well 150mm dia (6" dia) at the proposed site up to getting sufficient water yield including all charges etc. complete

OD253097/2024-2025:Supplying and fixing PVC casing pipe of 180 mm dia 6 kg/cm2 including all charges etc. complete

OD253099/2024-2025:Conducting Yield test to ascertain the yield of tube well by ground water department including all charges etc. complete.

OD253096/2024-2025:Supply and errect ready made ferrocement pump house of size 1.50 X 1.50 X 2.10 m with following specifications: RCC post shall be fixed in P.C.C 1:3:6 of sizes 45X45X45cm, foundation alround with solid block masonry with CM 1:6 of 30 X 40 cm, size ferrocement wall of 1.5m X 2.10m of thickness 25mm, ferrocement triangular type roof made of ferrocement slab of thickness 25mm, MS door of size 75X210cm with 1mm thick MS sheet and suitable GI frames and painting with two coat of synthetic enamel paint over a coat of iron primer and locking arragements and a pad lock of 5 lever, MS ventilator of size 60X45cm. flooring with CC 1:4:8,75mm thick and plastering over 12mm thick cement plaster 1:4 and neat cement flushing coat in all wall surface and roof shall be painted with two coats of exterior emulsion paint over a coat of primer. including all labour charges etc. complete

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

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

50.18.9.5.2:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints compete as per direction of Engineer in Charge. 40 mm dia 6 Kgf/cm2

15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil

OD253665/2024-2025:Supplying and providing readymade GI name board with all conveyance, labour and hire charges etc complete using GI hallow tube of size 80x40x1.4 mm outer frame,0.6mm thick iron sheet of size 0x60 cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size, fixing the post in ground with CC1:2:4 etc complete

Drainage and side protection

11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth

11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6

11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)

75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

C. Arunkumar (BID ID -1994643)

Bidder Name

C Jayanarayanan

C. Arunkumar