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| 1 | Excavating in trenches, n exc 1.5 m wide and n exe 1.5 m in depth for foundation, shafts, wells, cesspits, manholes, pier holes, etc. n.exc 10 sqm on plan and getting out in hard /dense soil. |
| 2 | Excavating in trenches, n exc 1.5 m wide and depth exc 1.5 m but n. exc 3.0 m for foundation, shafts, wells, cesspits, manholes, pier holes, etc. n.exc 10sq m on plan and getting out in hard /dense soil.Note for item No 1 & 2:i) Excavation to be carried out manually and very carefully without any damage to the existing underground cables/GI pipe line/OFC cable any other existing assests. Before starting the work on ground obtaining layout of cable/OFC/GI pipe line etc shall be responsibility of the contractor.ii) Any damage to the existing assets shall be made good by the contractor without any extra cost to the department within 24 hours of occurng of incident. Delay beyond 24 hours Rs 1000 per day (till restoration of services) shall be recovered from the contractors bills.iii) Excavation in bituminous road and making good same with PCC 1:2:4 to the satisfaction of ground executives shall be included in rate quoted and nothing extra shall be paid. |
| 3 | Excavation over area not exc 1.5 m deep and getting out hard/dence soil comple all as specified. |
| 4 | Returning, filling in, includings spreading, levelling, watering and well ramming in layers (hard/dense soil) not exc 25 cm each layer complete all as specified and direted. |
| 5 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point. |
| 6 | Removing excavated material exc. 250m but n.exc 500 m and depositing where directed at a level n exc. 1.5 m above the starting point |
| 7 | Demolition and breaking up drain pipes (RCC or salt glazed ware, AC or RCC) set in cement mortar up to 300 mm dia and above all as specified and directed including demolition of PCC bed and haunching and removing debris out of MoD land. |
| 8 | M&L for Reinforced Cement Concrete Pipe of 150 mm dia class NP-2 laid and joined and tested complete with collars etc. |
| 9 | M&L for 200 mm dia Reinforced Cement Concrete Pipe, class NP-2 laid and joined and tested complete with collars etc. |
| 10 | M&L for 300 mm dia Reinforced Cement Concrete Pipe, class NP-2 laid and joined and tested complete with collars etc. |
| 11 | M&L for PCC 1:3:6, type C2 (using 40 mm graded stone aggregate) as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 150 mm bore. |
| 12 | M&L for PCC 1:3:6, type C2 (using 40 mm graded stone aggregate) as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 200 mm bore. |
| 13 | M&L for PCC 1:3:6, type C2 (using 40 mm graded stone aggregate) as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 300 mm bore.Note for item Nos 11, 12 & 13: Thickness of PCC bed, width and haunching shall be done all as specified in SSR Part-II (2020). |
| 14 | Demolition of unreinforced Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) over and including removing grass roots, material obtained from surface dressing, black cotton soil and debris out of MOD land. |
| 15 | M&L for PCC 1:4:8, type D2, (using 40 mm graded stone ggregate) as in fondation filling and mass concrete with mixing of concrete using mechanical mixer. |
| 16 | M&L for PCC 1:2:4 type B2 using 40 mm graded stone aggregate as in surface channels and drains, benching of manholes, gap portions and finishing even and smooth with out using extra cement including rounded or chamfered the edges with necessary formwork with mixing of concrete using mechanical mixer. |
| 17 | M&L for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement including forms moulds, mitred/stopped ends etc complete all as specified and directed. |
| 18 | M&L for PCC 1:3:6 type C-2 (using 40 mm graded aggregate) as in foundation filling and mass concrete with mixing of concrete using mechanical mixer. |
| 19 | Demolition of brick work or stone boulder masonry built in cement mortar or cement lime mortar including all quoins, arches, pillers etc but including ashlar facings, dressed stone work and precast concrete articles . |
| 20 | M&L for brick work with fly ash brick straight or curved on plan exc 6m mean radius built in CM 1:6 complete all as specified and as directed. |
| 21 | All as per Item No. 20.00 above but except brick. |
| 22 | Taking down cement or cement lime plaster, any description on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and as directed. |
| 23 | M&L for rendering 15 mm thick in CM 1:4 on brick surfaces with finished even and smooth without using extra cement complete all as specified and as directed. |
| 24 | Supply only integral water proofing compound. |
| 25 | M&L for PCC 1:2:4 type B1 using 20 mm graded stone aggregate as in coping, including weathering slightly rounded or chamfered angles and throating as directed. |
| 26 | Demolition of RCC (reinforcement cut to facilitate demolition) of any description and in any position not otherwise specifically provided for and removing rubbish out of MoD land. |
| 27 | M&L for Providing precast Reinforced Concrete (1:2:4 type B1) using 20 mm graded stone aggregate, as in landing, cover slab (for manholes etc.) and similar articles with plain faces and set in CM 1:6 with mixing of concrete using mechanical mixer. |
| 28 | M&L for TMT bars 6 to 8mm dia, cut to length, bent to shape required including cranking, bending sprirally and binding with and includingmild steel wire (annealed) not less than 0.90 mm dia. Please Enable Macros to View BoQ information |
| 29 | M&L for TMT bars 6 to 8mm dia, cut to length, bent to shape required including cranking, bending sprirally and binding with and includingmild steel wire (annealed) not less than 0.90 mm dia. Please Enable Macros to View BoQ information |
