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| 1 | Grubbing up trees trunk of girth exc 100 cm but not exc 150 cm including cutting of trunk portion protruding over ground, digging out roots, filling holes and leveling off ground by putting PCC 1:2:4 or brick work upto .05 cum, stacking of serviceable material and removing of unserviceable material to a distance n exc. 50 m and clearing site complete all as specified and as directed by Engr-in-Charge. |
| 2 | All as per item No 1 here-in-above but girth of tree exc 150 cm but not exc 200 cm -ditto- complete all as specified and as directed by Engr-in-Charge. |
| 3 | All as per item No 1 here-in-above but girth of tree exc 200 cm but not exc 250 cm -ditto- complete all as specified and as directed by Engr-in-Charge. |
| 4 | M & L for Excavating over area, not exceeding 1.5 m depth; for foundation, etc. and getting out in hard & dense type of soil, complete all as specified and as directed. |
| 5 | All as per item No 4 here-in-above but depth excedding 1.5 mtr and n.exc. 3 mtr -ditto- complete all as specified and as directed by Engr-in-Charge. |
| 6 | M&L for Plain Cement concrete type D-2 1:4:8 (40mm graded aggregate) in foundations, filling,sub base and mass concrete complete all as specified & directed by Engr-in-charge. |
| 7 | M&L for Stone Masonary Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM 1:4 complete all as specified and directed. |
| 8 | M&L For Providing precast cement concrete in window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone walling). corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throat- ing etc., type B-1 (1:2:4) using 20 mm graded stone aggregates and setting in cement mortar 1:4 complete with joints to match concrete complete all as specified and directed. |
| 9 | M&L for providing (dressed stone work) as in Bands, string and plinth courses, blocking courses, plain pillasters, etc. In lime or sand stone straight work complete all as specified and as directed. |
| 10 | M&L for filling of granular soil (clean sand, gravel or mixture of sand and gravel containing less than about 5% of fine sand, silt or clay particles in accordance with IS 1498) as back fill of retaining wall and around weep holes-inverted sand filter including transporting, lifting upto required level, ramming, watering and consolidation complete all as specified and directed. |
| 11 | S&F PVC (SWR) pipe, 110mm dia (ISI marked) single socketed, in any length embedded in cement mortar for weep holes at locations complete all as specified and as directed by Engr-in-Charge. |
| 12 | 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 of granite or trap stone etc. and hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc. 40 mm complete all as specified and as directed by Engr-in-Charge. |
| 13 | M&L For Raised pointing to random or polygonal rubble stone Masonry, uncoursed or brought upto courses, in cement mortar 1:3 complete all as specified and as directed by Engr-in-Charge. |
| 14 | M&L for providing plain cement concrete type B-1, 1:2:4 (using 20 mm graded crushed stone aggregate) as in coping, bed block for embedding hold fasts, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles & throating as directed including necessary form work as required complete all as specified and directed. |
| 15 | M&L for RCC M-25 Design mix, (using 20 mm graded crushed stone aggregate) as in footings, foundation beams, plinth beams, bases of columns etc. complete all as specified and as directed by Engr-in-Charge.Note : Design/Sectional detail of RCC structure shall be decided by Engr-in-Charge as per ground requirement. |
| 16 | M&L for RCC M-25 Design mix, (using 20 mm graded crushed stone aggregate) as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses etc. complete all as specified and as directed by Engr-in-Charge.Note : Design/Sectional detail of RCC structure shall be decided by Engr-in-Charge as per ground requirement. |
| 17 | M&L for Use and waste of form work to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and as directed. |
| 18 | M&L for Use and waste of form work to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter complete all as specified and as directed. |
| 19 | M & L for Mild steel TMT bars 10mm dia and over, 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. |
| 20 | M&L for Hand packing (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level, complete all as specified and as directed by Engr-in- Charge. |
| 21 | M&L for Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in all kinds of soil complete all as specifed and as directed. |
| 22 | M&L for Removing excavated material exc. 250m but not exc 500m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specifed and as directed. |
| 23 | M&L for Rough excavation not exc 1.5 m deep and and getting out in any type of soil complete all as specified. complete all as specifed and as directed. |
| 24 | M&L for Rough excavation exc 1.5 m deep but not exc 3.0 m deep and and getting out in any type of soil complete all as specified. complete all as specifed and as directed. |
| 25 | M&L for Rough excavation exc 3.0 m deep but not exc 4.5 m deep and and getting out in any type of soil complete all as specified. complete all as specifed and as directed. |
| 26 | M&L for Excavating over area, not exceeding 1.5 m depth; for foundation, etc. and getting out in any type of soil, complete all as specified and as directed. |
| 27 | M&L for Rolling and consolidating formation surfaces in cutting/filling etc. complete with power road roller 8 to 12 ton etc. complete all as specified and as directed by Engr-in-Charge. |
| 28 | M&L for 150 mm thick (spread thickness) soiling (or sub base) with broken boulders or quarried stones (granite or trap or basalt stones) of size rang 100 mm to 150 mm, deposited, spread, levelled in one layer, interstices filled, surface formed, rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller, complete all as specified and as directed. |
| 29 | M&L Laying and compacting 150 mm thick (compacted thickness) Wet Mix Macadam (WMM) laid in two layers of 75 mm each grading as per table 400-13 of MORTH specifications for Road and Bridge works,5th revision, 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight and consolidating to required gradient and camber complete all as specified and directed.The finished surface tolerances to be as per Table 900-1 of MaRTH specifications for Road and Bridge works 5th revision, 2013, complete all as specified & directed. |
| 30 | M&L for applying evenly a priming/tack coat with bituminous primer (Paving bitumen) VG -10 @ 10 Kg per 10 Sqm on unsurfaced water bound macadam including preparing surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. complete all as specified and directed. |
| 31 | M&L for premix bituminous, macadam using with paving bitumen VG-30 of any penetration of consolidated thickness n.exc 75mm with 4% binder content by weight of total mix, laid & rolled and compacted to required gradient and camber with 8 to 10 tonne power roller complete all as specified and directed by Engr-in-Charge. |
| 32 | M & L for applying evenly a priming/tack coat with bituminous primer Paving bitumen) VG-10 @ 5 kg per 10 sq metre on existing blak top surfaces complete all as specified and directed. |
| 33 | M&L for bituminous premix asphaltic semi dense concrete, 40 mm (consolidated thickness) with 5.5% paving bitumen binder of VG-30, by weight of total mix, rolled and compacted to required camber and gradient with 8 to 12 tonne capacity power roller to a uniform smooth surface as specified and as directed by Engineer-in-Charge. |
| 34 | M & L for continuous brick edging with width equal to the width of the brick, of whole sub-class 'B' bricks, laid dry on end vertically including all necessary earth work/removal of old damaged brick edging complete all as specified and directed. |
| 35 | M & L for laying hot applied thermoplastic compound (paint) 2.5mm thick including reflecting glass beads incl cost of all materials, labour, machinery, T & P etc required for proper completion of work incl all other charges. Th e finished surfaces to be level, uniform and free from streaks and holes as per MORTH specification No 803 as per IRC. Painting lines, dashes, arrows, letters etc on roads, pavements and the like exc 10cm wide with road marking paint white, golden or yellow complete all as specified and as directed. |
| 36 | Supply & fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions complete all as specified and as directed. |
| 37 | Supply and fix solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/0.3 watt one NI-ed rechargeable battery (1.2V/1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. complete all as specified and directed. |
| 38 | Supply and fixing metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and directed. |
| 39 | M&L for Surface excavation not exc. 45 cm deep and averaging 15 cm deep and getting out in hard/dense soil complete all as specified and directed. |
| 40 | M&L for Removing excavated material not exc 50 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specifed and as directed. |
| 41 | M & L for 200mm thick Plain cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregates as in sub base to floors and the like, complete all as specified and as directed by Engr-in-Charge. |
| 42 | M & L for Sand filling (cushion) under floors or in foundations with clean river sand duly clear of residual, organic and deleterious materials spread evenly to uniform thickness laid over sub base layer including watering and consolidation complete all as specified and directed. (Note: No additional amount shall be paid for overlap). |
| 43 | M& L for Factory made, Machine pressed precast concrete interlocking paver block any shape and size with grey cement and no pigment confirming to IS 15658-2006 of 80 mm thickness M-40 Grade ISI marked complete all as specified and directed. |
| 44 | M & L for Excavating in post holes (or similar holes) each n exc 0.5 cum, getting out in any type of soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface, complete all as specified and as directed by Engr-in-Charge. |
| 45 | M&L for Mild steel framed work such as grills, ornamental type gratings, etc. with ends of bars shouldered and/or riveted or forged into spikes, framed guard bar, barred iron doors; ladder, framed balusters; railing; frame work for water tanks, cooler stand etc and similar work conforming to FE 290-0 or Gde-E-165, including riveting and or welding as directed and fixing with screws, bolts etc. complete all as specified and as directed. |
| 46 | M&L for preparation of previously untreated steel surfaces of any description, not otherwise decribed over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. |
| 47 | M&L for Reinforced concrete pipes, class NP2, 600 mm bore, laid and jointed complete with collars and laid and jointed in cement mortar 1:1 complete all as specifed and as directed. |
| 48 | M&L for Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, etc or n. exc.10 Sqm on plan and n. exc. 1.5m in depth for shafts, cesspits, manholes, pier holes, etc and getting out in hard/dense soil complete all as specifed and as directed. |
| 49 | M&L for brick work using sub class ‘B’ old size bricks, straight or curved on plan exceeding 6m mean radius, built in cement mortar (1:4) complete all as specifed and as directed. |
| 50 | M&L for rendering 15 mm thick faces of brick work or stone masonry or concrete surfaces in cement mortar 1:4 and finished fair and even without using extra cement complete all as specifed and as directed. |
| 51 | M & L for Providing and Laying Dry lean Concrete (DLC) 100 mm thick of aggregate gradation as per Table 1 of SP 49:2014 having 7 day average compressive strength not less than 7 MPa Minimum cemen content not less than 140 Kg/Cum DLC mixed in Batching Plant, transported to site and laid by electron ic sensor paver including spreading and compacting using high amplitude tamping bars of paver (initial compaction) further by double drum smooth wheeled vibratory rollers with 80-100 KN static weight to achieve minimum dry density not less than 98% of maximum Dry Density, necessary finishing etc complete all as specified and tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge work 2013 complete all as specified and directed. |
| 52 | M&L for 250 mm thick PQC work in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, as per design mix and laid in bays to required gradient & camber incl form work/ bull nosing, rounding of edges, curing etc. complete all as specified and directed. |
| 53 | M&L for Finishing surface of concrete roads, pavements, by brooming complete all as specified and directed. |
| 54 | M&L for Forming 12 mm thick Expansion joints for thickness of concrete slab 150 mm, filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’, for 200-250 mm thick slab complete all as specified and directed.Note:- The sealant shall conform to IS-5818 and MAV of + 30% with 10 years warranty. |
| 55 | M & L for Forming Contraction (Dummy) joints 65mm deep x 6mm wide (using diamond cutter), filled with sealing compound grade 'A' complete all as specified and as directed.Note:- The sealant shall conform to IS-5818 and MAV of + 30% with 10 years warranty. |
| 56 | M&L for Forming Construction joint 30mm deep X 10mm wide filled with sealing compound grade 'A' complete all as specified and as directed.Note:- The sealant shall conform to IS-5818 and MAV of + 30% with 10 years warranty. |
| 57 | M&L For Cement concrete Type B1 1:2:4 (20 mm graded aggregate) as in surface channels and drains complete all as specified and directed. |
| 58 | M&L for Extra for forming fair finished drain or channel above 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mi- tred/stopped ends etc. complete all as specified and directed. |
| 59 | Supply only Integral water proofing compound, complete all as specified and as directed by Engr-in-Charge. |
| 60 | M&L for Excavating over area, depth exc 1.5 m but not exceeding 3.0 m depth; for foundation, etc. and getting out in any type of soil, complete all as specified and as directed. |
| 61 | M&L for Excavating over area, depth exc 3.0 m but not exceeding 4.5 m depth; for foundation, etc. and getting out in any type of soil, complete all as specified and as directed. |
| 62 | M&L for Plain Cement concrete type C-2 1:3:6 (40mm graded aggregate) in foundations, filling,sub base and mass concrete, bed of manhole etc. complete all as specified & directed by Engr-in-charge. |
| 63 | M&L for Plain Cement concrete type B-2 1:2:4 (40mm graded aggregate) in foundations, filling,sub base and mass concrete, incl haunching against pipe etc. complete all as specified & directed by Engr-in-charge. |
| 64 | M&L for brick work with old size full brick th in Honey comb wall, brick subclass ‘B’ burnt clay bricks, straight or curved on plan exc 6m mean radius, built in CM (1:4) complete all as specified and directed. |
| 65 | M&L for PCC 1:3:6 type C-1 using 20mm graded stone aggregate) as in coping, bed block for embedding hold fasts, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles & throating as directed including necessary form work as required complete all as specified and directed. |
| 66 | M&L for rendering 15 mm thick faces of brick work or stone masonry or concrete surfaces in cement mortar 1:4 and finished surface smooth and even without using extra cement complete all as specifed and as directed. |
| 67 | M&L for SGSW pipe 150mm nominal bore grade 'A' laid in tranches and jointed in cement mortar 1:1 and tested complete all as specified and directed. |
| 68 | M&L for PCC 1:3:6 type C-2 using 40mm graded stone aggregate) as in bed of drain pipes, laid to falls including packing under, haunching against the sides of pipes after they are laid, jointed and tested for 150mm bore pipe incl necessary formwork complete all as specified and directed. |
| 69 | M&L for RCC 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in precast cement concrete, manhole covers including all use of forms, moulds or machine moulds and setting the blocks, slabs etc in cement mortar 1:4,complete all as specified and directed. (Reinforcement shall be measured and paid separately under respective item of schedule \\"A\\") Note : Design/Sectional detail of RCC structure shall be decided by Engr-in-Charge as per ground requirement. |
| 70 | M&L for RCC M-30 as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basementslabs, under-reamed piles and mass concrete complete all as specified and directed. Note : Design/Sectional detail of RCC structure shall be decided by Engr-in-Charge as per ground requirement. |
| 71 | M&L for RCC M-30 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. Note : Design/Sectional detail of RCC structure shall be decided by Engr-in-Charge as per ground requirement. |
| 72 | M&L for RCC M-30 as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed. Note : Design/Sectional detail of RCC structure shall be decided by Engr-in-Charge as per ground requirement. |
| 73 | M & L for Use and waste of Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) flat including fair fininsh surface of concrete complete all as specified and directed. |
| 74 | M & L for Use and waste of Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete rail ings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizon tal or sloping and similar work exc 10cm but n exc 20cm flat including fair fininsh surface of concrete complete all as specified and directed. |
| 75 | M&L for loose filling with brick bats of size 80 to 150mm as in soakage wells complete all as specified and directed. |
| 76 | S&F Cast Iron works grade FG 150, Unmachined in brackets, gully traps, gratings, railings, frames, manhole covers, fire and soot doors, dampers, part of ranges, balusters and similar articles complete all as specified and directed. |
| 77 | S&F cast iron (Spun pipes) 75mm soil, waste and vent pipes in any length with or without ears, with cement joints, laid in trenches or in floors complete all as specified and directed. |
| 78 | M&L for Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, etc or n. exc.10 Sqm on plan and n. exc. 1.5m in depth for shafts, cesspits, manholes, pier holes, etc and getting out in any type of soil complete all as specifed and as directed. |
| 79 | M&L for RCC(Nominal mix) in cement concrete Type B1 1:2:4 (20 mm graded aggregate) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete all as specified and directed.Note : Design/Sectional detail of RCC structure shall be decided by Engr-in-Charge as per ground requirement. |
| 80 | M&L for RCC(Nominal mix) in cement concrete Type B1 1:2:4 (20 mm graded aggregate) as in Columns, pillars, piers, posts and struts all as specified and directed.Note : Design/Sectional detail of RCC structure shall be decided by Engr-in-Charge as per ground requirement. |
| 81 | M/L for Use and waste of Formwork to sides of pillars,posts, struts, piers, columns and stanchions flat including fair fininsh surface of concrete complete all as specified and directed. |
| 82 | M&L for mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and directed. |
| 83 | M&L for preparing new plastered or unplastered surfaces of walls and applying two coats of cement base paint over a coat of primer complete all as specified and directed. |
| 84 | M&L for Removing excavated material exc. 500m but not exc 1.5 Km and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specifed and as directed. |
| 85 | S&F for posts and struts in fencing including cutting tops to shape as directed, drilling holes,notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc.,and similar work conforming to Fe-290 Gde E-165 complete all as specifed and as directed. |
| 86 | Supply only chain link fencing of oblong wire mesh size 100x100 mm with weight n.exc 4kg/sqm complete all as specified and directed. |
| 87 | Fixing only Chain link fencing including line wires any mesh, size and type of any type of standards, rails, straining bolts, etc including provision of binding wires complete all as specified and directed. |
| 88 | S&F Galvanised 2 stand steel barbed wire 2.24 dia barbed with 2mm dia bars at 75mm spacing and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossings with and provn of galvanised mild steel wire, staple or steel pins complete all as specifed and as directed. |
| 89 | S&F MS round bars 10mm dia & over cut to length bent to shape required incl cranking bending spirally for hoping for colm & backing ends and binding with & include MS wire (aheaded ) not less than 0.90 mm ida or securing with clips quality confirming to Fe-410W(grade E-250)Quality A or Fe 290 (gde-E-165) complete all as specified and directed. |
| 90 | S&F Mild steel screw bolts (machine made) with hexagonal or square heads at one end screwed the other to be fitted with washers and one hexagonal or square nut length of bolt exc.5 cm but n exc 10 cm long & dia of neck 11 to 15mm complete all as specified and directed. |
| 91 | M&L for Painting to new steel surfaces of any description, n.exc 10cm in width or girth when unconnected with other painting or when painted in a different tint priming with Red oxide primer with two coat of synthetic enamel paint complete all as specified and directed. Please Enable Macros to View BoQ information |
