| 1 | 1 | Supply and fixing of M.S. Tubular trusses including supply of all material, labour T&P etc. required for proper completion of the work. | BI01010001010000000000000515BI0100001113 | 1.69 | Qtl. |
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| 2 | 2 | Providing and fixing precoated glavanised iron profile sheet (size shape and pitch of corrugation as approved by engineer in charge) 0.50 mm (+0.05%) total coated thickness with zinc coating 120 grams per sqm as per IS: 277 in 240 mpa steel grade 5-7 microns epoxy primer on both side of the sheet and polyster top coat 15-18 microns sheet should have protective guard film of 25 microns minimum to boid scratches during tranporatation and shuld be supplied in single length upto 12 metre of as desired by engineer in charge. The sheet shall be fixed using self drilling metre of as desired by engineer in charge. The sheet shall be fixed using self drilling/self topping screws of size (5.5x55 mm) with EPDM seal complete upto any pitch in horizontally vertical of curved surfaces excluding the cost of purlins rafters and trusses and including cutting of size and shape wherever required. | BI01010001010000000000000515BI0100001114 | 478.2 | sqm |
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| 3 | 3 | Painting or Vanishing on iron works in small areas or new wood work with one coat of ready mixed priming paint & one coat of approved superior ready mixed paint of clear syuthetic varnish including supply of all materials, labour and T & P etc. required for proper completion of work. Paint to be used should confirm to the I.S.I. No. 103 1950. | BI01010001010000000000000515BI0100001115 | 62.02 | sqm |
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| 4 | 4 | Painting or Vanishing on iron works in small areas or old surface with one coat of ready mixed paint & two coat of approved superior ready mixed paint of clear syuthetic varnish including supply of all materials, labour and T & P etc. required for proper completion of work. Paint to be used should confirm to the I.S.I. No. 103 1950. | BI01010001010000000000000515BI0100001116 | 270 | sqm |
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| 5 | 5 | Mild steel or iron work in heavy size \nsuch as trusses, build up gates \nrecord racks, roof work, gates etc \nwrought to required from including \ndrilling holes rivetingor welding \nwhere necessary and their fixing \nrequired for proper completion \nof the work.. . . .\n | BI01010001010000000000000515BI0100001117 | 10.8 | Qtl |
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| 6 | 6 | Dismantling reinforced cement concrete or reinforced brick work including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60M (200feet) | BI01010001010000000000000515BI0100001118 | 36.5 | cum |
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| 7 | 7 | Providing and laying in position ready mixed plain cement concrete with cement conleht as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads having continuous agitated mixer manufactured as per mix design of specified grade for plain cement concrete work including pumping of RMC from transit mixer to site of laying and curing excluding the cost of centering shuttering and finishing including cost of curing admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete improve workability without impalring strength and durability as per direction of the eingineer in charge . Note 1) Excess/less cement used than specified in this item is payable recoverable separately. All work upto plinth level. | BI01010001010000000000000515BI0100001119 | 36 | cum |
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| 8 | 8 | 251 Excavation in the foundation in\nordinary soil (loam, clay or sand )\nincluding lift upto 1.50 m and lead\nupto 30m and including filing\nwatering and ramming of excaved earthinto vthe trenches or into the plinthand removal and disposal of surplusearth as directed by the engineer incharge upto a distance of 30m from the foundation trenches NOTE:Royaltyshall be paid extra & shall bededucted from contractor /supplierbill as per u.p govt. Order and theiramendment from time to time.p.w.dspeci no.4.1.1 . .\n | BI01010001010000000000000515BI0100001120 | 48 | cum |
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| 9 | 9 | Providing and laying Non pressure NP-3 class (Medium duty) R.C.C. Pipes including collars/spigot jinted with stiff mixture of cement mortar in the proportion of 1.2 (1 cement: 2 Fine sand) including testing of joints etc. complete 300 mm dia. | BI01010001010000000000000515BI0100001121 | 40 | Mtr. |
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| 10 | 10 | Construction of pre cost R.C.C. main hole cover heavy dutty as per direction of engineer in charge all work complete. | BI01010001010000000000000515BI0100001122 | 15 | No. |
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| 11 | 11 | Construction of main hole size 60x60x90 cm as per direction of eingineer in charge all work complete. | BI01010001010000000000000515BI0100001123 | 3 | No. |
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| 12 | 12 | 12 mm thick plaster with cement \napproved coarse sand in 1:4 including\nsupply of all material, labour &T&P \netc required for completion of the\nwork. \n | BI01010001010000000000000515BI0100001124 | 28.8 | sqm |
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