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| 1 | Excavating over areas not exceeding 1.5m deep and getting out in hard / dense soil complete all as specified & directed by Engineer-in-charge. |
| 2 | Excavating over areas not exceeding 1.5m deep and getting out in soft/loose soil complete all as specified & directed by Engineer-in-charge. |
| 3 | Excavating over areas not exceeding 1.5m deep and getting out in soft/disintegrated rock complete all as specified & directed by Engineer-in-charge. |
| 4 | Excavating over areas exceeding 1.5m deep and not exceeding 3.00m depth and getting out in soft/disintegrated rock complete all as specified & directed by Engineer-in-charge. |
| 5 | Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc not exceeding 10 Sqm on plan and not exceeding 1.5 m in depth and getting out in hard/dense soil complete all as specified & directed by Engineer-in-Charge. |
| 6 | Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc not exceeding 10 Sqm on plan and not exceeding 1.5 m in depth and getting out in any type of soil complete all as specified & directed by Engineer-in-Charge. |
| 7 | Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick soil complete all as specified & directed by Engineer-in-Charge. |
| 8 | Removing excavated soil to a distance not exceeding 50 m and depositingwhere directed at a level not exceeding 1.5 mabove the starting point complete all as specified & directed by Engineer-in-Charge. |
| 9 | Removing excavated material soil exc 250 m but n exc 500 m and depositing where directed complete all as specified as directed by Engineer in charge. |
| 10 | Removing excavated material soft disintegrated rock exc 250 m but n exc 500 m and depositing where directed complete all as specified as directed by Engineer in charge. |
| 11 | M&L for PCC ( 1:4:8) type D-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed by Engineer in charge. |
| 12 | M&L for squared rubble walling, Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) complete all as specified & directed by Engineer-in-charge. |
| 13 | Extra over stone walling for hammer dressing to face stones with maximum depression on face from a straight edge not exc 20mm & dressing face bedsand joints as specified to squared rubble walling Jodhpur type brought up to courses complete all as specified & directed by Engineer-in-charge. |
| 14 | M&L for keyed pointing to squared rubble, coursed or uncoursed walling in cement mortar 1:3 complete all as specified and directed by Engineer-in-charge. |
| 15 | M&L for raised pointing to random or polygonal rubble, uncoursed or brought uptocourses in cement mortar 1:4 complete all as specified and directed by Engineer-in-charge. |
| 16 | M & L for rendring 15mm thick in cemet mortar 1:4 including mixing of liquid water proofing compound as per manufacturer\"s instructions on brick work or concrete surfaces or in chajjas/parapet walls etc finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge.Note : Liquid water proofing compound will be measured and paid separately. |
| 17 | Supply only integral liquid water proofing compound complete all as specified and directed by Engineer-in-charge. |
| 18 | M&L plain cement concrete (1:2:4) type B-0 using 12.5 mm graded stone aggregate as in benching/ coping complete all as specified and directed by Engineer-in-charge. |
| 19 | M&L for Jodhpur stone roof slabs, self faced 7.5cm to 10cm thick, 25cm to 35cm wide, hoisted and set, jointed and grouted in lime mortar 1:3 or cement mortar 1:6 complete all as specified and directed by Engineer-in-charge. |
| 20 | S&F MS hollow rectangular/square/circular tubes/pipes of YST 310 Grade as in frame work for posts/ columns/ struts etc and like similar items etc. complete all as specified and directed by Engineer-in-charge. |
| 21 | M&L for preparation of new or previously untreatedplaster surfaceof any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint (ordinary tint) over a coat of primer complete all as specified & directed by Engineer-in-charge. |
| 22 | Material only for loose filling with broken stone aggregates of gauge 5 to 12.5mm in pits, free from admixture, dust, clay etc. complete all as specified & directed by Engineer-in-charge. |
| 23 | Material only for loose filling with broken stone aggregates of gauge 20 to 40mm in pits, free from admixture, dust, clay etc. complete all as specified & directed by Engineer-in-charge. |
| 24 | M & L for loose fillling of coarse sand (2-4mm)in pits free from admixture, dust, clay etc complete all as specified & directed by Engineer-in-charge. |
| 25 | M & L cement concrete 1:3:6, type C-2 (using 40mm graded crushed stone agg) as in bed to drain pipe including packing under and haunching against the sides of pipes after they are laid and tested for 100 mm bore dia complete all as specified and directed by Engineer in charge. |
| 26 | S&F RCC pipe class NP-2 ISI marked laid to slope in trenchesjointed and tested complete with collars for 100 mm dia pipe complete all as specified and directed by Engineer - in - Charge. |
| 27 | M&L for cement concrete type D-2, 1:4:8 (using 40mm graded aggregate) 100mm thick all as specified and directed and directed by Engineer-in-Charge. |
| 28 | M&L for PCC 1:2:4 type B1 (using 20 mm graded stone aggregate) as in coping etc including necessary form work complete all as specified and directed by Engr-in-Charge |
| 29 | M&L for Cement concrete type C1 (1:3:6) using 20mm graded stone aggregate in surface channels and drainsas in Benching complete all as specified and directed by Engr-in-Charge |
| 30 | M&L for 110mm PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and directed by Engr-in-Charge |
| 31 | S&F GI based steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS. 1161-1979 grade St.-240 complete all as specified and directed by Engr-in-Charge |
| 32 | M&L for machine pressed pre polished factory made rubber moulded pavement chequered cement concrete tiles 30cm x 30cm x 25mm thick of approved design and colour, set jointed and pointed in neat cement slurry with grey cement and pigment over and including screed bed or bedding layer of mortar 15 mm thick in cement mortar 1:4 complete all as specified and directed by Engr-in-Charge. |
