DEPOSIT Nagarasanchayam KolazhyGrama Panchayat Package I Construction of well cum Pump house at Thonikadavu

Amount

Part - A : Construction of 4.00 m Inner Diameter RCC well cum pump house - Working charges

2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.

OD202351/2023-2024:Construction of temporary bund using earth filled cement bags including cutting of earth filling conveying and placing in position filling with contractors on earth (excluding rock )in the core portion of earthen bund by consolidating each deposited layer by ramming and watering .supplying conveying and covering using best quality polyether sheet on bund to protect bund from seasonal changes conveying and providing bamboo poles@3 m per 4m cub (1 m in each longitudinal, horizontal and vertical directions for reinforcing the temporary bund dismantlement sand /earth filled cement bags from the foundation site of bund apron on both sides counter walls and removing from the bags and disposing the damaged cement bags properly as per the direction of the department officers including cost of all labor charges and hire for tools and plants etc complete.

100.3.5.11:Earthwork in open well excavation (in or under water) for wells of diameter above 3.5m and up to 6.0m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift up to 1.5m including neat banking.

10.2:Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

OD202352/2023-2024:Sinking well (in or under Water) upto 6.00 m dia below spring level in all kinds of soil to lines and levels and pump by scooping out earth from inside and below the steining using necessary appliances including hire and labour charges for the same cutting necessary lead off drains to convey bailed out water (Excluding bailing out water for which provision included separately) including dumping the soil beyond the initial lead of 50m etc complete. IInd depth in all kinds of soil and conveying and depositing the spoil within initial lead of 50 m and lift from 1.50m to 3.00m including neat banking.

OD202353/2023-2024:Sinking well (in or under Water) upto 6.00 m dia below spring level in all kinds of soil to lines and levels and pump by scooping out earth from inside and below the steining using necessary appliances including hire and labour charges for the same cutting necessary lead off drains to convey bailed out water (Excluding bailing out water for which provision included separately) including dumping the soil beyond the initial lead of 50m etc complete. IIIrd depth in all kinds of soil and conveying and depositing the spoil within initial lead of 50 m and lift from 3.00m to 4.50m including neat banking.

OD202354/2023-2024:Sinking well (in or under Water) upto 6.00 m dia below spring level in all kinds of soil to lines and levels and pump by scooping out earth from inside and below the steining using necessary appliances including hire and labour charges for the same cutting necessary lead off drains to convey bailed out water (Excluding bailing out water for which provision included separately) including dumping the soil beyond the initial lead of 50m etc complete. IV th depth in all kinds of soil and conveying and depositing the spoil within initial lead of 50 m and lift from 4.50m to 6.00m including neat banking.

OD202355/2023-2024:Sinking well (in or under Water) upto 6.00 m dia below spring level in all kinds of soil to lines and levels and pump by scooping out earth from inside and below the steining using necessary appliances including hire and labour charges for the same cutting necessary lead off drains to convey bailed out water (Excluding bailing out water for which provision included separately) including dumping the soil beyond the initial lead of 50m etc complete. Vth depth in all kinds of soil and conveying and depositing the spoil within initial lead of 50 m and lift from 6.00m to 7.50m including neat banking.

OD202356/2023-2024:Sinking well (in or under Water) upto 6.00 m dia below spring level in all kinds of soil to lines and levels and pump by scooping out earth from inside and below the steining using necessary appliances including hire and labour charges for the same cutting necessary lead off drains to convey bailed out water (Excluding bailing out water for which provision included separately) including dumping the soil beyond the initial lead of 50m etc complete. Vth depth in all kinds of soil and conveying and depositing the spoil within initial lead of 50 m and lift from 7.50m to 9.0m including neat banking.

OD202357/2023-2024:Sinking well (in or under Water) upto 6.00 m dia below spring level in all kinds of soil to lines and levels and pump by scooping out earth from inside and below the steining using necessary appliances including hire and labour charges for the same cutting necessary lead off drains to convey bailed out water (Excluding bailing out water for which provision included separately) including dumping the soil beyond the initial lead of 50m etc complete. Vth depth in all kinds of soil and conveying and depositing the spoil within initial lead of 50 m and lift from 9.0m to 10.5m including neat banking.

16.11:Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.

2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.

100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.

5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining

5.33.1:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level

5.34.1:Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).

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

5.33.2:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level

5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).

5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more

50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete

11.3.1:Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate)finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate

100.41.34:Supplying and fixing Rectangular C.I. manhole cover 455mm x 610mm with frame (low duty) charges including all cost, labour charges etc., complete.

13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)

13.37.1:White washing with lime to give an even shade:New work (three or more coats)

13.71:Lettering with black Japan pint of approved brand and manufacture

10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes

10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

18.30.5:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:200 mm diameter pipe

18.68.1:Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600 mm dia

SAJU JOHN N

Bidder Name

SAJU JOHN N

TONY P THEKKINIYATH