KIIFB Gap filling work and Restoration workof Anayadi Koodal road in Pandalam Thekkekkara Panchayath Pipeline Work

Amount

Gap work Filling

100.98.234:Supply of PVC Pipe, 10kg/cm2, 63mm Dia.

100.98.236:Supply of PVC Pipe, 10kg/cm2, 90mm Dia.

OD260410/2024-2025:Supplying 150 mm GI pipe (M)

OD260411/2024-2025:Specials for PVC pipes etc as per specifications

OD260440/2024-2025:Specials for GI pipes etc as per specifications

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)

15.59:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge.

100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.

100.1.5:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50 m, in Ordinary Rock.

100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.

100.9.6:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 63 mm nominal outside diameter pipes.

100.9.8:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 90 mm nominal outside diameter pipes.

100.12.11:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 150mm diameter nominal bore.

18.12.8:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore

18.17.4:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore

18.17.6:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :80 mm nominal bore

OD261375/2024-2025:Cutting GI pipe and specials by gas cutting including cost of gas, all labour and hire charges of tools etc., complete.

10.22:Welding by gas or electric plant including transportation of plant at site etc. complete.

OD260442/2024-2025:Interconnecting the newly laid line with existing pipe line using 90/75/63mm PVC /GI tee and providing end plug at existing line with suitable specials etc complete. as per the direction of departmental officers.

OD260443/2024-2025:Interconnecting newly laid line with existing pipe line using 200/160/140/110 PVC Tee /saddle with welded coupling and suitable reducer,CID/CIR joint 2 set in proper line and level alignment as per the direction of departmental officers

OD260455/2024-2025:Shifting,water connection/tap connection from the existing line to the newly laid line ,providing end plug at existing pipe line including the cost of all specials such as valves, saddle ,nipple ,elbow,required length ASTM pipe ,all labour charges etc as per the direction of departmental officers

OD260462/2024-2025:Supplying and fixing valve protection tube

OD260439/2024-2025:Constructing RCC chamber 90x90x100 cm inside, in for sluice valve, RCC top slab 1:2:4 mix (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:4:8 (1 cement : 4 fine sand: 8 graded stone aggregate 40 mm nominal size) and complete as per standard design

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 (zone-III) : 4 graded stone aggregate 20 mm nominal size)

16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

16.84:Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.)

Road Restoration with Shellmac

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material

OD260120/2024-2025:Conveying, supplying and stacking ready to use Shell mac/ Premixed Bitumen Aggregate mix - 25 Kg (1Bag) cold mix bags an instant pot hole filling mixture from authorizes

OD260121/2024-2025:Providing and applying chemical used for binding shell mac

OD260122/2024-2025:Labour for applying chemicals and Shell mac and for laying and compacting GSB

Supplying and fixing new interlock

55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.

SAJAN MOHANAN (BID ID -2197843)

LISSON K GEORGE (BID ID -2200959)

SASIDHARAN NAIR V (BID ID -2201509)

SYAM SANKER (BID ID -2201199)

Bidder Name

G ASHOK KUMAR

LISSON K GEORGE

SAJAN MOHANAN

SYAM SANKER

SASIDHARAN NAIR V