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| 1 | Dismanting of mild steel of any description not otherwise provided for inany location and any position complete all as specified and directed by Engineer-in-Charge. |
| 2 | Demolition of Cement concrete unreinforced as in Ground Floor and paving n. exc. 15cm thick (above or below G.L.) complete including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge. |
| 3 | Demolition of Cement concrete unreinforced any description and in any position not otherwise specifically, complete including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge. |
| 4 | Demolition of brick work or stone/boulder masonary built in cement mortar incl all quions arches, pillar etc but excluding ashlar facings,dressed stone work and precast concrete articles or any other descrption etc complete all as specified and directed by Engineer-in-Charge. |
| 5 | Demolition of cement concrete (reinforced) (reinforcement cut as required to facilitate demolition) as in roofs, floors (other than ground floors) beams, slabs, staircases, landing, chajjas and similar suspended work complete all as specified and directed by Engineer-in-Charge. |
| 6 | Dismantling of reinforced concrete drain pipes, 300mm dia, jointed in cement mortar and taking out of trenches, complete all as specified and directed. |
| 7 | M&L for PCC 1:4:8 type D-2 (using 40mm graded aggregates) concrete bed to 300mm bore drain pipes including packing under & haunching against the sides of pipes etc complete all as specified. |
| 8 | Reinforced concrete pipes 300 mm, class NP3, laid and jointed complete with collars, laid in trenches on concrete bed to level/gradient, jointing in cement mortar 1:3 complete all as specified and as directed by Engr-in-Charge. |
| 9 | Broken stone hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete, all as specified. |
| 10 | Reinforced Cement Concrete Nominal mix type B1 1:2:4 using 20mm graded mechanically crushed stone aggregate as in foundations including rafts,footings,foundation beabs,plinth beams,bases for columns,basement slabs,under reamed piles and mass concrete and the like complete all as specified and directed by Engineer-in-Charge. |
| 11 | Reinforced Cement Concrete Nominal mix type B1 1:2:4 using 20mm graded mechanically crushed stone aggregate as in walls, retaining walls,basement walls, ballast walls and the like; any thickness; above top of footings; including attachedpilasters and buttresses and the like complete all as specified and directed by Engineer-in-Charge. |
| 12 | Reinforced Cement Concrete Nominal mix type B1 1:2:4 using 20mm graded mechanically crushed stone aggregate as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed by Engineer-in-Charge. |
| 13 | Use & waste of formwork to sides of concrete foundation,footings,bases of columns,raft and raft beams,sides and soffits of foundation and plinth beams and similar works,vertical or to batter surfaces of concrete etc. (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge. |
| 14 | Use & waste of formwork to faces of walls,retaining walls, abutments,parapets and staircase railings and similar work including attached pillasters, buttresses,etc.; vertical or to batter surfaces of concrete etc. (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge. |
| 15 | TMT steel bars 10mm dia and over, of grade Fe-500D cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge. |
| 16 | Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 in retaining walls,abutments and similar works complete all as specified and directed by Engineer-in-Charge. |
| 17 | Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 in retaining walls,abutments and similar works except stones complete all as specified and directed by Engineer-in-Charge. |
| 18 | Brick work with sub class 'B' bricks, class designation 100, old size bricks, straight or curved on plan exceeding 6.00 metre mean radius built in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge. |
| 19 | Rendering 15 mm thick in cement mortar 1:3, on fair faces of brick or concrete surfaces , trowelled to even and smooth surface without using extra cement, mixed with water proofing compound , trowelled to even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge. NOTE: Water proofing compound shall be measured and paid separately. |
| 20 | Supply only liquid water proofing comound ISI Marked complete all as specified and directed. |
| 21 | Supplying & laying of drainage composite for use behind walls, between two different fills, alongside drains of road, below concrete lining of canals etc. having thermobonding a draining core - HDPE geonet comprises of two sets of parallel overlayed ribs integrally connected to have a rhomboidal shape with a polyethylene film and a nonwoven geotextile having mass per unit area 130 gsm and tensile strength of 8.0 kN/m that will be working as separation or protecting layer, geocomposite having in plane flow capacity of 0.7 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure and tensile strength of 13.5 kN/m , with mass per unit area of 830 gsm, at easily accessible location including top and bottom, with all leads and lifts, manpower and machinery, materials, labour etc. complete and as directed by Engineer - In - Charge. |
| 22 | Providing and fixing RCC slotted pipe 200 mm dia complete as as specified and directed by Engr-in-Charge. |
| 23 | Plain cement concrete 1:3:6 type C-1 using 20mm graded crushed stone aggregate as in copings, surface channels and drains, apex stones, benching in manholes, haunching around manhole frame for settting and the like including weathering, slightly rounded or chamfered angles and throating with and including using necessary use and waste of formwork for fair finished surface complete all as specified and directed by Engineer-in-Charge. |
| 24 | Material & labour for providing cement concrete Type B1 1:2:4 (20mm graded crushed stone aggregate) kerbs or mut stops, rounded or chamfered on edges etc complete including necessary form work complete all as specified and directed. |
| 25 | M&L 75 mm thick Cement concrete type C2,1:3:6 (40mm graded stone aggregate) as in sub base,path,floor, hardstanding complete as as specified and directed. |
| 26 | Raised pointing to random or polygonal rubble, uncoursed or brought upto courses in cement mortar 1:4 etc complete all as specified and directed by Engineer-in-Charge. |
| 27 | Mild Steel Framed work as in guard bars/grills, gratings, etc.. with ends of bars shouldered/welded and/or riveted, or forged into spikes; framed guard bars/grills conforming to Fe-290 (Gde E-165) complete all as as specified and directed by Engineer-in-Charge. |
| 28 | 110 mm bore, PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in treanches or in floors complete all as specified and directed by Engineer-in-Charge. |
| 29 | PVC(SWR) bends (any radius), for 110mm bore pipes, with access doors, complete all as specified and directed by Engineer-in-Charge. |
| 30 | 60mm thick non skid prepolished machine pressed precast concrete ( M-35 grade) interlocking paver block manufactured in an automatic plant working on vibration and simultaneous hydraulic compression from top, with grey cement and pigment (Yellow & red) any shape and size confirming to IS 15658-2006 laid over and including 50 mm thick cushion of coarse sand & filling the joints after laying complete all as specified and as directed. |
| 31 | Plain Cement concrete (1:4:8) type D-2,using 40 mm graded mechanically crushed stone aggregate as in foundation, sub base, path, floor, hardstanding complete all as specified and directed by Engineer-in-Charge. |
| 32 | Material and labour for factory made Precast RCC rectangular drain and manhole cover of size 1200mm x 600mm x 100mm with plain faces, in concrete grade of M-30 with 1.2mm MS Strip at corners epoxy painted, including RCC ring / frame and MS frame, set in cement mortar 1:4 complete all as specified. |
| 33 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete complete all as specified and directed. |
| 34 | PCC 1:3:6 type C-1 using 20 mm graded mechanically crushed stone aggregate as in surface channels and drains including necessary use and waste of form work complete all as specified and directed. |
| 35 | Extra for forming fair finished drains or channels 30 cm inner girth in cement concrete using extra cement including forms, moulds, mitred/ stopped ends complete all as specified and directed. |
| 36 | Broken stone or boulders hand packing (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level etc complete all as specified and directed by Engineer-in-charge. |
| 37 | Taking out existing interlocking paver blocks from settled or depressed areas carefully to avoid damage to the edges; cleaning and stacking the serviceable blocks for reuse; removal of the existing disturbed bedding layer and disposal of surplus material; preparing and leveling the sub-grade/sub-base as per existing road level including required pcc thickness with 1:2:4 and necessary dressing by mechanical compaction with a plate vibrator to achieve a firm surface; providing and laying a fresh bedding layer of clean, sharp sand (graded 0-4mm) with a thickness of 25mm to 40mm; re-laying the salvaged blocks in the required pattern; filling joints with fine, dry sand (passing through 1.18mm sieve); and final compaction of the surface with a plate vibrator (fitted with a rubber protector) until the blocks are fully seated and level with the surrounding pavement; including all labor, tools, and incidental materials required to complete the work. |
| 38 | Note: For the purpose of arriving at lumpsum amount, the amount of credit schedule i.e Sch 'A' section II (i.e Rs 61,250.00 shall be deducted from the total amount arrived. |
| 39 | Total of Schedule 'A' Rs. Please Enable Macros to View BoQ information |
