|
| 1 | Earthwork in excavation of foundation in hard soil including rough dressing & levelling of bed within initial lead of 50mt. & lift of 1.5mtr etc complete as per the direction of the Engineer-incharge. |
| 2 | Filling in foundation & plinth with sand including watering & ramming etc complete as per the direction of the Engineer-incharge. |
| 3 | Cement concrete (1:4:8) with 4cm size black hard granite( HB ) metal of approved quality from approved quarry with ramming watering and curring etc. complete including cost, taxes, royalty conveyance charges of all materials to worksite, supply of cement T&P required etc. complete as per the direction of the Engineer-incharge. |
| 4 | Brick work with K.B. Brick 25cm x 12cm x 8cm size having crushing strength not less than 75kg / cm2 with dimensional tolerrance + 8% in cement mortar (1:6) in foundation & plinth etc. complete as per the direction of the Engineer-incharge. |
| 5 | Brick work with K.B. Brick 25cm x 12cm x 8cm size having crushing strength not less than 75kg / cm2 with dimensional tolerrance + 8% in cement mortar (1:6) in SUPERSTRUTUREetc. complete as per the direction of the Engineer-incharge. |
| 6 | 12mm cement plaster in cement mortar (1:6) finished smooth to brick work after racking out joints including waterring and curring with cost, taxes, royalty and conveyance charges of all material to the worksite and supply of all labour and T&P required for the work etc complete as per the direction of the Engineer-incharge. |
| 7 | Rigid smooth centering & shuttering for R.C.C. Works walls & fins including false work & dismateling them after 28 days of curing including cost of materials in ground floor complete as per the direction of the Engineer-incharge. |
| 8 | R.C.C. work in C.C. (1:2:4) with 12mm size black hard granite ( CB ) chipsof approved quality from approved quarry including hoisting & laying with ramming watering and curring etc. complete including cost, taxes, royalty conveyance charges of all materials to worksite, supply of cement T&P required etc complete as per the direction of the Engineer-incharge. |
| 9 | Labour charge for M.S. reinforcement for R.C.C. work including cutting, bending & tying the grills & placing in position including cost of binding wire 18 to 20 guage per Qntl. Including cost of HYSD SteelBar (FE 415/ FE 500) |
| 10 | Cost of Door |
| 11 | Dry brick khoa |
| 12 | 2.5 mm size A.S.Flooring |
| 13 | Cement punning over plastering including watering and curing with cost, taxes, royalty conveyance charges of all materials to worksite, supply of cement T&P required etc complete as per the direction of the Engineer-incharge. |
| 14 | Filling the foundation and plinth with excavated material as per the direction of the Engineer-incharge. |
| 15 | Priming of M.S. for Door |
| 16 | Painting 2 coatswith approved paintincluding cost conveyance charges of materials including supply of labouretc. required for the work complete as directed by the Engineer-incharge. |
| 17 | White washing three coat |
| 18 | Fitting of un plasticised 160mm diaPVC Pipe for following inside dia mtr. for all classes of pipe including jointing the pipe with solvent cement by non-heat application method including fitting and fixing of required no. of PVC Tee for outlet and PVC Shaddle and PVC Riser nipple for fitting air valve, equal Tee etc. complete including conveyance pipe from village to worksite and testing of pipe line etc. complete as per the direction of the Engineer-incharge. |
| 19 | Supply of solvent cement of approve quality for joiniting of PVC Pipe with all cost and all tax etc. complete as per the direction of the Engineer-incharge. |
| 20 | Construction of outlet at Tank |
| 21 | Supplying of 160 mm diaunplasticised rigid UPVC pipe ivory gray in colour having specific gravity of 1.40 to 1.46 gms/cc of straight length of 6 (six) meter for portable water supplies conforming to IS - 4985 / 2000 of BIS - Amendment - 2 read with Table - 1 of IS - specification bearing ISI marks for working pressure CI - I UPVC pipe to withstand pressure of 2.5 kgf/sqcm & the specificationand manufacturer name should be prominently marked on body of each pipe as per the latestAmendment of IS - 4985.It includes the cost of sockets in case of plain ended pipe. PDI test are to be condcuted and should be marked on body of each pipe and report is to be obtained fromCIPET, Bhubaneswar necessary approval of authority including transportation to work site in complete shape. |
| 22 | 200 mm x200 mm x160 mm Ø PVC ReducingTee(W.P. 4 kgf/cm2) confirming to IS-4995/1988 with latest ammendment |
| 23 | 200 mm Ø PVC End Cap (W.P. 10 kgf/cm2) confirming to IS-4995/1988 with latest ammendment |
| 24 | 160 mm Ø PVC End Cap (W.P. 10 kgf/cm2) confirming to IS-4995/1988 with latest ammendment |
| 25 | 200x160 mm dia PVC reducer |
| 26 | 160 mm Ø PVC coupler (4 kg/cm2) Agricultural PVC fittings confirming to IS-4995/1988 with latest ammendment |
| 27 | 160 mm x160 mm x100 mm Ø M.S.Raiser Tee set withbend , closing and opening arrangement. |
