|
| 1 | Demolition of brickwork or stone/ boulder masonry, built in cement mortar including quoins, arches, pillars etc but excluding ashlar dressed stonework and precast concrete article. |
| 2 | Demolition of cement concrete (unreinforced) in ground floors and pavings n.exc 15cm thickness (below or above ground level). |
| 3 | Excavating over area n. exe 1.5m deep and getting out in Hard/ dense soil. |
| 4 | M&L for providing cement concrete type B2 1:2:4 mix (40mm graded aggregate) in foundations, filling and mass concrete. |
| 5 | M&L for providing Reinforced Cement Concrete M-20 grade (Design mix) 20mm graded aggregate in Foundation, including rafts, footing, foundation beams, plinth beams; bases for columns, etc basement slabs, under reamed piles and mass concrete etc complete. |
| 6 | M&L for providing Reinforced Cement Concrete M-20 grade (Design mix) 20mm graded aggregate in walls, retaining walls, basement walls, and the like, any thickness, above top of footings including attached pilasters and buttresses. |
| 7 | M&L for providing formwork to sides of concrete foundations, footings, bases of columns, rafts and raft beams, sides and soffits (if any) of foundation and plinth beams and similar works, vertical or to batter fair finished surface of concrete flat. |
| 8 | M&L for providing formwork to faces of concrete Walls, retaining walls, abutments, parapets and starcase railing and similar work including attached pillasters and Buttresses etc vertical or to batter fairfinished surface of concrete flat. |
| 9 | M&L for deformed or twisted bars 10mm Dai and over, cut to length bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips. |
| 10 | M&L for deformed or twisted bars 6 to 8mm Dai, cut to length bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips. |
| 11 | S&F PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls, bore of pipe 110mm. |
| 12 | Returning, filling in, including spreading levelling, watering and well ramming in layers not exc25cm. |
| 13 | Hard core of gauge n.exc 63mm deposited, spread, and levelled in layers n.exc 15cm thick, watered and rammed to a true surface using broken stone or boulders (except material). |
| 14 | M&L for murum filling in pavings, laid in layers n. exc 15cm thick. Spread, levelled and rommed inclucluding watering, consolideted thickness 5cm. |
| 15 | M&L for providing cement concrete 100mm thick type B1,1:2:4 mix (20mm graded aggregete in) floors including finishing the cement concrete surface even and smooth using extra cement and making it non-sliperry by brooming. |
| 16 | Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted built in CM 1:6 (except stone). |
| 17 | M&L providing precast cement concrete type C1, 1:3:6 (20mm graded aggregate) in block masonry with solid blocks, exc 10cm width and setting in cement mortar 1:6, complete |
| 18 | M&L for providing cement concrete type B1, 1:2:4 mix (20mm graded aggregate) in coping,parapets and railings upto 60cm height and the like including weathering slightly rounded or chamfered angles and throating as directed. |
| 19 | M&L forrendering 15mm thick on fair faces of brick or concrete surfaces of walls in CM 1:4 including finishing the plastered surface even and smooth without using extra cement. |
| 20 | M&L for raised pointing to random or polygonal rubble, uncoursed or brought up to course in CM 1:4. |
| 21 | M&L for Reinforced concrete drain pipe (for sewer and drains) of class NP2 laid and jointed complete with collors, including testing drains as specified by filling the pipes with water to a head of 1.5m at the highest point including tempararily fixing of bends, etc as required.Bore of pipe 250 mm |
| 22 | M&L for preparing plastered or unplastered old surfaces of walls and applying two coats of cement paint over one coat of alkali resistant primer. |
| 23 | Removing surplus excavted and demolished material to a distance exc 1.5 kmbut n exc 5.00 km and depositing where directed. Soil ,rock, P.C.C., concrete etc |
| 24 | Credit Item:Old unserviceable stone/ brick bats obtained from dismantling |
