|
| 1 | Dismantling of brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles all as specified and directed |
| 2 | Dismantling of Stone slabs and tiles of any description or thickness in floors, aprons etc.laid bededd and pointed in any mortar complete all as specified |
| 3 | Excavation over area not exc 1.5 m deep in any type of soil and getting out complete all as specified. |
| 4 | Returning, filling in (soil) including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in any type of soil complete all as specified |
| 5 | Removal of excavated material (soil) to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified |
| 6 | M & L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, brought up to courses built in cement mortar 1:6 complete all as specified and directed |
| 7 | All as item 6 above but except stone complete all as specified and directed |
| 8 | M&L for PCC 1:4:8 type D-2 using 40mm graded crushed stone aggregate in foundations, filling and mass concrete including Demolition of existing concrete of any description and in any position not otherwise specifically complete all as specified and directed. |
| 9 | M&L for PCC 1:2:4 type B1using 20 mm graded stone aggregate as in coping and the like including weathering, slightly rounded or chamfered angle and throathing including necessary form work complete all as specified and directed by Engineer-in-Charge. |
| 10 | M & L for extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses with maximum depression on face from straight edge held against the dresses surface not exc 20mm on granite or trap stone complete all as specified and directed |
| 11 | M &L raised pointing to random or polygonal rubble, uncoursed or brought upto courses built in cement mortar 1:4 all as specified and directed |
| 12 | M&L for Raised pointing to random or polygonal rubble, uncoursed or brought up to courses in CM 1:4 on old stone masonary retaining wall, filling the gap between stone course in CM 1:4 , including Raking out joints/ pointing to random rubble or polygonal rubble uncoursed or brought uo to coursec work built in cement or cement lime mortar complete all as specified and directed by Engineer-in-Charge. |
| 13 | M&L for precast cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in bond stones, set in cement mortar 1:4 complete with joints to match complete all as specified and directed by Engineer-in-Charge. |
| 14 | M&L for rendering 20mm (in two layer) thick on stone masonry surfaces or surfaces other than fair faces of brick work or one side of lathing in CM (1:4) surface finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.Note: Necessary additional dubbing if required will be done by contractor and nothing extra cost is admissible in this account. |
| 15 | S & F for 75 mm dia PVC (SWR) pipes, single socketed, in any length, with rubber rings 75mm dia fixed as in weep holes of retaining wall all as specified and directed |
| 16 | M&L brick work with Fly Ash Brick old size straight or curved on plan exceeding 6m mean radius built in CM (1:6) etc complete all as specified and directed. |
| 17 | All as per Srl item No 16 but except bricks using old serviceable bricks. |
| 18 | M&L for 75 mm thick PCC 1:4:8 type D-2 as in subbase to flooring Demolition of existing concrete of any description and in any position not otherwise specifically complete all as specified. |
| 19 | M&L for chequered cement concrete coloured tiles, homogenious texture glossy finished, chemically coated machine pressed 30 cm x 30cm x 25mm thick set, jointed and pointed in near cement slurry in floor with gray cement and pigment and including 20 mm thick cement screed in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge Shade/Colour of tile shall be approved by the AGE(I). |
| 20 | Taking down cement plaster on brick or stone walls including raking out joints, hacking for key, scrubbing down with water and removal of debris out off the premises etc complete all as specified and directed. |
| 21 | M&L for Rendering 15 mm thick in two layers (10+5) on other than fair faces of brick work,stone masonary surface, concrete surface in cement mortar (1:4), finished even and smooth without using extra cement complete all as specified and directed by engr-in-charge. |
| 22 | M & L for two coats of cement base paint over one coat of primer on new plastered surface of wall including preparation of surface complete all as specified & directed. |
| 23 | M&L cement concrete 1:3:6 type C1 (using 20mm graded crushed stone aggregate) as in surface channel and drains including necessary form work including Demolition of existing concrete of any description and in any position not otherwise specifically complete all as specified and directed Please Enable Macros to View BoQ information |
