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| 1 | Surface excavation not exc 30cm deep and averaging 15cm deep and getting out in soft / loose soil, complete all as specified and directed by Engineer-in-Charge. |
| 2 | Material and labour for hard core(broken stone boulders) of gauge not exc 63mm,deposited spread and levelled in layer n exc 15cm thick watered and rammed to a true surface, complete all as specified and directed by Engineer-in-Charge. |
| 3 | Material and labour for PCC 1:4:8 type D2 (using 40mm graded stone aggregates)100mm thick. as inof base,sub floor etc complete all as specified and directed by Engineer-in-Charge. |
| 4 | Material and labour for sand cushioning layer for laying PCCinterlocking paver block, , complete all as specified and directed by Engineer-in-Charge. |
| 5 | Material and labour for Machine pressed precast concrete inter locking paver blocks of any shape andsize conforming to IS 15658- 2006of 60 mm thick M-35 grade with grey cement andpigment with glosy finish including removing of debries out side MD land , complete all as specified and directed by Engineer-in-Charge. |
| 6 | Removing excavated material, exceeding 1.5 km but not exceeding 5 km and depositing where directed outside MD land , complete all as specified and directed by Engineer-in-Charge. |
| 7 | Excavating in post holes (or similar holes) each not exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, complete all as specified and directed by Engineer-in-Charge. |
| 8 | Material and labour for PCC 1:2:4 type B2 (using 40 mm graded stone aggregate) as in post holes,any thickness, size or shape including pilasters, buttresses columns, pillars,boundary and posts pillars etc , complete all as specified and directed by Engineer-in-Charge. |
| 9 | Supply and fixing,structural rolled mild steel Fe 410-00 (Gde E-250) as in rafters perlins where connectedto common rafters and running railfixed with angle cleats or other connecting plates etc , complete all as specified and directed by Engineer-in-Charge. |
| 10 | Supply and fixing of galvalume aluminium zinc coating corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering /cladding to wall, fixed with self tapping screws complete all as specified anddirected by Engr-In-Charge. |
| 11 | Material and labour for preparing of new or previously untreated steel surfaces of any description, over 10cm in width or girth, not otherwise described,and applying two coats of synthetic enamel paint over one coat of red oxide, primer, complete all as specified and directed by Engineer-in-Charge. |
| 12 | NOTE:- Amount of credit ofRs. 0.00 for retrieved materials is mentioned in Schedule of Credit Page No 19& 20 of tender documents in pdf form which will be deducted offline while acceptance of tender. |
