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| 1 | Excavation over area n.exc. 1.50m wide and n. exc. 1.50m in depth foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc , n. exc 10 sqm on plan and n exc 1.5 m in depth and getting complete in hard/dense soil complete all as specified and directed. |
| 2 | Excavation over area n.exc. 1.50m wide and n. exc. 1.50m in depth foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc , n. exc 10 sqm on plan and n exc 1.5 m in depth and getting complete in soft/disintegrated soil complete all as specified and directed. |
| 3 | Excavation in trenches n.exc. 1.50m wide and n. exc. 1.50m in depth foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc , n. exc 10 sqm on plan and n exc 1.5 m in depth and getting complete in any type of soil complete all as specified and directed. |
| 4 | Excavation in trenches exc. 1.50m wide and n. exc. 3.0m in depth foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc , n. exc 10 sqm on plan and n exc 1.5 m in depth and getting complete in any type of soil complete all as specified and directed. |
| 5 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in & raming earth/ broken rubble mixed with earth around, in layers n. exc. 25cm, watering, & removing surplus soil to a distance n exc 50m & making good surface in any type of soil complete in any type of soil complete all as specified and directed. |
| 6 | Returning, filling in including spreading, leveling watering and well ramming in layers not exc 25 cm thick in any type of soil complete all as specified and directed. |
| 7 | Removing of excavated material (soil) from distance exc 5.Km from excavated soil lacation as directed by Engr-in-Charge (i.e Out side AF Stn) or where low laying area complete all as specified and directed by Engr-in-Charge. |
| 8 | Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5m high from base soil retrived from excavation..complete all as spd and directed by Engr-in-charge. |
| 9 | Formwork 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 by Engr-In-Charge. |
| 10 | Formwork to faces of walls, retaining walls, abutments, parapets & staircase railing and similar work including attached pillasters, buttresses, etc.; vertical or to better Fair finished surfaces of concrete flat complete all as specified and as directed by Engr-In-Charge. |
| 11 | M&L concrete bed of PCC 1:4:8 type C2 using 40 mm graded crushed stone aggregate as in ffoundation mass concrete complete all as specified and as directed by Engr-In-Charge. |
| 12 | M&L RCC M-25 design mix using 20 mm graded aggregate in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete complete all as specified and directed by Engr-in-Charge. |
| 13 | M&L RCC M-25 design mix using 20 mm graded aggregate in Walls, retaining walls, basement walls and the like; any thickness; above top of footings; including attached pilasters and buttresses comlpete all as specified and as directed by Engr-in-Charge. |
| 14 | M&L mild steel TMT bars 10mm dia & over,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends & binding with & including mild steel wire (annealed) not less than 0.9mmdia or securing with clips quality comlpete all as specified and as directed by Engr-in-Charge. |
| 15 | S&F PVC (SWR) pipes 75mm bore single socketed in any length with rubber ring joints fixed to walls as in weep holes complete all as specified and directed by Engr-in-Charge. |
| 16 | M&L for rendeing 15 mm thick on 1:4 on fair face of brick work or concrete surface finished fair even and smooth w/o using extra cement. complete all as specified and directed by Engr-in-Charge. |
| 17 | Material & Labour for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces. all as per manufacturer's instructions and complete all as specified and directed by Engineer-in-Charge as per Pattern approved by USER's for the Comflage pattern comlpete all as specified and as directed. |
| 18 | Hand packing (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level complete all as specified and directed by Engr-in-Charge. |
| 19 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/disintegrated rocks complete all as specified and directed. |
| 20 | Hardcore of gauge n exc 63mm depositing, spreading and levelled in layers I exc 15cm thick watering and ramming to true surface with broken stone or boulders all as specified and directed by Engr-in-charge. |
| 21 | M&L for PCC 1:3:6 type C -2 using 40 mm graded aggregate crushed stone aggregate as in sub base of path all as specified and directed by Engr-in-Charge. |
| 22 | M&L Cement concrete type B0 (1:2:4) using 12.50 mm graded crushed stone aggregate in coping cill similar bends Plint course , bed plates,parapets and railing rounded or chamfered on edge including necessary form work complete all as spd and directed by Engr-in-charge. |
| 23 | M & LProviding and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and directed by Engr-in-Charge. |
| 24 | M&L PCC (1:3:6) C2 using 40 mm thick graded stone aggregate as in bed of drains comlpete all as specified and as directed by Engr-in-Charge. |
| 25 | Supply only precast RCC Drain ( M-30 Grade) Size of eace pices 500x400x400 complete all as specified and directed by Engr-in-Charge. |
| 26 | Fixing only for precast RCC Drain ( M-30 Grade) Size of eace pices 500x400x400 laid and jointed complete with collars bore of same precast drain , fixed with joint matrial asper proper fallow manufacturer instruction complete all as specified and as directed by Engr-In-Charge.Note : Placing of Precast reinforced concrete drain will be trough proper maintened gradient/slope due to which the water flow should be at its minimum flow. Department shall not make any claim to the contractor for scaffolding or any other equipment. |
| 27 | M & L for providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete. |
| 28 | S&F for framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165.complete all as specified and directed by Engr-in-charge |
| 29 | S&F for reinforcement concrete pipes, class NP-3 laid and jointed complete with collars bore of pipe 450mm , fixed in cement mortar 1:3 complete all as specified and as directed by Engr-In-Charge. |
| 30 | M&L for concrete bed of PCC 1:4:8 type C2 using 40 mm graded stone aggregate for any type of dia drain pipes bedding & Enching against the sides complete after pipes are laid, jointed and tested complete all as specified and directed by Engr-in-Charge. |
| 31 | M&L PCC in foundations, filling and mass-concrete type B2 (1:2:4) using 40 mm graded crushed stone aggregate complete all as specified and directed by Engr-in-Charge. |
| 32 | Fixing only chain link fencing including line wires, any mesh, size & type to any type of standards, rails, straining bolts, etc. including provision of binding wire complete all as specified and directed by Engr-in-Charge. |
| 33 | Supply only chain link fencing including line wires, mesh, size 75x75x4mm, rails, straining bolts, etc. including provision of binding wire as complete all as specified and directed by Engr-in-Charge. |
| 34 | 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 and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed by Engr-in-Charge. |
| 35 | S&F Mild steel screw bolts (machine made) with hexagonal /square heads at one end & screwed the other/ screwed both ends, each screwed end to be fitted with washers & one hexagonal or square nut, n exc 5cm long dia of shank 16 to 20 mm complete all as specified and directed by Engr-in-Charge. |
| 36 | S&F Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 4mm dia barbs at 75mm spacings & straining & fixing to any type of standard rails straining bolts, including, securing or tying at crossings with & provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete all as specified and directed by Engr-in-Charge. |
| 37 | M&L Cement concrete 1:4:8 using 40 mm graded crushed stone aggregates in foundation filling and mass concrete complete all as specified and directed by Engr-in-Charge. |
| 38 | M & L for RCC 1:2:4 type B1 20mm graded crushed stone aggregate as in plinth beam, bottom beam etc complete all as specified and directed by Engr-in-Charge. |
| 39 | Form work to sides of Beam finished surface of concrete complete all as specified and directed by Engr-in-Charge. |
| 40 | M&L for TMT bars 10 mm dia and over in reinforcement cut to length, bent to shape required incl bending spirally cranking, hooping for columns, hooking ends and binding with and incl mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and directed by Engr-in-Charge. |
| 41 | Ditto description all as per above but 5 mm dia and over upto incl 10 mm dia as in stirrups complete all as specified and directed by Engr-in-Charge. |
| 42 | M&L for framed work such as steel doors, gates or other section or angle, Fe-410-W Gde E-250 of quality \\"A' complete all as specified and directed by Engr-in-Charge. |
| 43 | S&F for concertina coil fencing with punch tape concertina coil 450mm dia, strached to 6.0 meter length, having 50 nos sprial turns per 6.0 meter length, spring core wire (2.59mm thick) of high rensile strength of 1620 N/sqm with tape (0.52mm thick) hot dip galvanised upto 20 micros and weight of each coil 7.5 to 8.0 Kg and fixing the same on Y shaped angle iron 8 horizontal R.B.T ( Reinforced barbed tape ) stud tied with GI staple sand GI clips to retain horizontal clips shall be @5 Nos per 2 sprial turns approximate 125 clips per coil including necessary bolts cinokete aklk as specified and as directed. Note: for measurement purpose overall lenght of the wire shall be measured) the get approved by GE before procurment complete all as specified and directed by Engr-in-Charge. |
| 44 | M&L for preparation of newely steel surfaces exc 10cm width or girth and applying 2 coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engr-in-Charge. |
| 45 | M&L for applying one coat of synthetic enamel paint on steel & iron surfaces of any description, n exc 10cm width or girth when unconnected with other painting or when painted in different tint including preparation of old painted surface complete all as specified and directed by Engr-in-Charge. |
| 46 | M&L for RCC type B1 (1:2:4) using 20 mm graded crushed stone aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc. basement slabs, under reamed piles and mass concrete complete all as specified and directed by Engr-in-Charge. |
| 47 | M&L for RCC type B1 (1:2:4) using 20 mm graded crushed stone aggregate as in Columns, pillars, piers, posts and struts complete all as specified and directed by Engr-in-Charge. |
| 48 | Formwork 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 directed by Engr-in-Charge. |
| 49 | Formwork to sides of pillars, posts, struts, piers,columns, and stanchions Rough finished surfaces of concrete Square, rectangular or polygonal complete all as specified and directed by Engr-in-Charge. Please Enable Macros to View BoQ information |
