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| 1 | PART-A |
| 2 | Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10sq.m on plan and not exceeding 1.5m in depth and getting out in i)Hard/dence soil |
| 3 | Hard dense soil exceeding 1.5m in depth; for foundation, etc |
| 4 | A) Returning , filling in, Hard / Dense soil , including spreading , levelling , watering and well ramming in layers not exc 25 cm , all as specified in SSR Part-I & as directed by EIC |
| 5 | M & L broken stone or boulders , hardcore of gauge exc 63 mm but n exc 100 mm , deposited , spread and levelled in layers n exc 15 cm thick , watered and rolled / rammed to a true surface , all as specified in SSR Part-I & as directed by EIC. |
| 6 | M & L cement concrete Type C2 1:3:6 ( 40 mm graded aggregate ) in foundations , filling and mass concrete , all as specified in SSR Part-I & as directed by EIC |
| 7 | M & L M 25 GRADE Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete, all as specified in SSR Part-I & as directed by EIC. |
| 8 | M & L M 25 grade Walls, retaining walls,basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses all as specified in SSR Part-I & as directed by EIC. |
| 9 | Ditto-SLAB |
| 10 | A) M & L Deformed or twisted mild steel bars 10 mm dia and over , cut to length, bent to shape required , including cranking , bending , spirally for hooping for columns , hooking ends and binding with and incluidng mild steel wire ( annealed ) not less than 0.9 mm dia or securing with clips quality confirming , all as specified in SSR Part-I & as directed by EIC. |
| 11 | B) Ditto - but 6 mm to 8 mm dia |
| 12 | A) Use & waste of FORMWORK , to sides of concrete foundations , footings ,bases of columns, raft & raft beams, sides and soffits ( if any) of foundation and plinth beams and similar work ; vertical or to batter,fair finished surfaces of concrete on flat , all as specified in SSR Part-I & as directed by EIC. |
| 13 | M & L Pre-cast cement concrete block masonry with solid blocks. exc 10cm in width and setting in mortar complete, Set in cement mortar 1:4, Type B1 1:2:4 ( 20 mm graded aggregate ) , all as specified in SSR Part-I & as directed by EIC. |
| 14 | M & L rendering , 20mm thick in c.m. 1:4 on fair faces of brickwork or concrete surfaces, finished even & smooth ( without using extrta lime or cement ), all as specified on SSR part I and directed by EIC. |
| 15 | i)Preparing new surfaces , plastered or unplastered on walls, all as specified in SSR part-I & as directed EIC. |
| 16 | ii)M&L for distempering walls with cement paint,white or tinted,1st coat, curing etc complete, all as specified on SSR part I and directed by EIC.Make:-Topcem,Snowcem,Decocem. |
| 17 | iii)M&L for distempering walls with cement paint,white or tinted,subsequent coat, curing etc complete, all as specified on SSR part I and directed by EIC.Make:-Topcem,Snowcem,Decocem. |
| 18 | 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 |
| 19 | S & F Anodised aluminium frame for doors,windows, ventilators with one or more rebates including joining cleat forfixing etc. complete all as specified |
| 20 | Rough cast wired glass, 6.4mm thick and glazing with oil putty in square of exc. 1 but n exc 1.5 sq.m |
| 21 | PART-B |
| 22 | Excavating over areas , n exc 1.5 m deep and getting out in hard / dense soil , all as apecified in SSR Part- I & as directed by EIC |
| 23 | M & L broken stone or boulders , hardcore of gauge n exc 63 mm deposited , spread and levelled in layers n exc 15 cm thick , watered and rolled / rammed to a true surface , all as specified in SSR Part-I & as directed by EIC. |
| 24 | M&L Moorum/red bajri filling in floors or pavings, ladi in layers not exceeding 15 cm thick, spread, levelled and rammed including watering |
| 25 | M & L cement concrete Type C2 1:3:6 ( 40 mm graded aggregate ) in foundations , filling and mass concrete , all as specified in SSR Part-I & as directed by EIC |
| 26 | Removing excavated soil materials exc 250 m but n exc 1 Km and depositing where directed, at a level n exc 1.5 m above the starting point, level, spread, all as specified in SSR Part-I and as directed by EIC. |
| 27 | M & L rendering , 20mm thick in c.m. 1:4 on fair faces of brickwork or concrete surfaces, finished even & smooth ( without using extrta lime or cement ), all as specified on SSR part I and directed by EIC. |
| 28 | M & L walling of random rubble , uncoursed , well bonded , bedded and solidly heaterd , built in cement mortar 1 : 6 , all as specified in SSR Part-I & as directed by EIC. |
| 29 | M & L Forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ thickness 150mm all as specified in SSR Part I & as directed by EIC. |
| 30 | PART-C |
| 31 | Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10sq.m on plan and not exceeding 1.5m in depth and getting out in i)Hard/dence soil |
| 32 | Hard dense soil exceeding 1.5m in depth; for foundation, etc |
| 33 | Returning , filling in, Hard / Dense soil , including spreading , levelling , watering and well ramming in layers not exc 25 cm , all as specified in SSR Part-I & as directed by EIC |
| 34 | M & L broken stone or boulders , hardcore of gauge exc 63 mm but n exc 100 mm , deposited , spread and levelled in layers n exc 15 cm thick , watered and rolled / rammed to a true surface , all as specified in SSR Part-I & as directed by EIC. |
| 35 | M & L cement concrete Type C2 1:3:6 ( 40 mm graded aggregate ) in foundations , filling and mass concrete , all as specified in SSR Part-I & as directed by EIC |
| 36 | M & L M 25 GRADE Foundations, includingrafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete, all as specified in SSR Part-I & as directed by EIC |
| 37 | M & L M 25 grade Walls, retaining walls,basement walls, ballast walls and the like; anythickness; above top of footings; including attached pilasters and buttresses all as specified in SSR Part-I & as directed by EIC |
| 38 | A) M & L Deformed or twisted mild steel bars 10 mm dia or above and over , cut to length, bent to shape required , including cranking , bending , spirally for hooping for columns , hooking ends and binding with and incluidng mild steel wire ( annealed ) not less than 0.9 mm dia or securing with clips quality confirming , all as specified in SSR Part-I & as directed by EIC. |
| 39 | A) Use & waste of FORMWORK , to sides of concrete foundations , footings ,bases of columns, raft & raft beams, sides and soffits ( if any) of foundation and plinth beams and similar work ; vertical or to batter,fair finished surfaces of concrete on flat , all as specified in SSR Part-I & as directed by EIC |
| 40 | M & L rendering , 20mm thick in c.m. 1:4 on fair faces of brickwork or concrete surfaces, finished even & smooth ( without using extrta lime or cement ), all as specified on SSR part I and directed by EIC. |
| 41 | i)Preparing new surfaces , plastered or unplastered on walls, all as specified in SSR part-I & as directed EIC. |
| 42 | ii)M&L for distempering walls with cement paint,white or tinted,1st coat, curing etc complete, all as specified on SSR part I and directed by EIC.Make:-Topcem,Snowcem,Decocem. |
| 43 | iii)M&L for distempering walls with cement paint,white or tinted,subsequent coat, curing etc complete, all as specified on SSR part I and directed by EIC.Make:-Topcem,Snowcem,Decocem. |
| 44 | PART-D |
| 45 | S &F rolled section ms mild steel as in framing cladding ,glazing and the like fixed with angle cleats and connecting plates etc. |
| 46 | M & L for prepartion of new painted surface of any description not otherwise apply 1st coats of synthetic enamal oil paint 1st quality (Premium) (apply 2nd coats of synthetic enamal oil paint specified in SSR Part-I & as directed by EIC |
| 47 | S&F Pre-painted galvalume aluminium zinc coating GI based Plain steel sheet 0.50 mm thick of any colour having tensile strenth of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified. |
| 48 | PART-E |
| 49 | Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10sq.m on plan and not exceeding 1.5m in depth and getting out in i)Hard/dence soil |
| 50 | Hard dense soil exceeding 1.5m in depth; for foundation, etc |
| 51 | Returning , filling in, Hard / Dense soil , including spreading , levelling , watering and well ramming in layers not exc 25 cm , all as specified in SSR Part-I & as directed by EIC |
| 52 | M & L broken stone or boulders , hardcore of gauge exc 63 mm but n exc 100 mm , deposited , spread and levelled in layers n exc 15 cm thick , watered and rolled / rammed to a true surface , all as specified in SSR Part-I & as directed by EIC. |
| 53 | M & L cement concrete Type C2 1:3:6 ( 40 mm graded aggregate ) in foundations , filling and mass concrete , all as specified in SSR Part-I & as directed by EIC |
| 54 | M & L M 25 GRADE Foundations, includingrafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete, all as specified in SSR Part-I & as directed by EIC |
| 55 | M & L M 25 grade Walls, retaining walls,basement walls, ballast walls and the like; anythickness; above top of footings; including attached pilasters and buttresses all as specified in SSR Part-I & as directed by EIC |
| 56 | A) M & L Deformed or twisted mild steel bars 10 mm dia or above and over , cut to length, bent to shape required , including cranking , bending , spirally for hooping for columns , hooking ends and binding with and incluidng mild steel wire ( annealed ) not less than 0.9 mm dia or securing with clips quality confirming , all as specified in SSR Part-I & as directed by EIC. |
| 57 | A) Use & waste of FORMWORK , to sides of concrete foundations , footings ,bases of columns, raft & raft beams, sides and soffits ( if any) of foundation and plinth beams and similar work ; vertical or to batter,fair finished surfaces of concrete on flat , all as specified in SSR Part-I & as directed by EIC |
| 58 | Formwork to faces of walls, retaining walls, abutments, parapets and staircase railingsand similar work including attached pillasters, buttresses, etc.; vertical or to batter all as specified in SSR Part-I & as directed by EIC. |
| 59 | M & L rendering , 20mm thick in c.m. 1:4 on fair faces of brickwork or concrete surfaces, finished even & smooth ( without using extrta lime or cement ), all as specified on SSR part I and directed by EIC. |
| 60 | M & L providing cement concrete in Type B1 1:2:4 ( 20mm graded aggregate ),in plinth courses, copings, all as specified in SSR Part-I & as directed by EIC. |
| 61 | i)Preparing new surfaces , plastered or unplastered on walls, all as specified in SSR part-I & as directed EIC. |
| 62 | ii)M&L for distempering walls with cement paint,white or tinted,1st coat, curing etc complete, all as specified on SSR part I and directed by EIC.Make:-Topcem,Snowcem,Decocem. |
| 63 | iii)M&L for distempering walls with cement paint,white or tinted,subsequent coat, curing etc complete, all as specified on SSR part I and directed by EIC.Make:-Topcem,Snowcem,Decocem. |
| 64 | PART-F |
| 65 | Excavating post holes each not exc 0.5 cum . getting out ,returning filling in and ramming earth or broken rubble mixed with earth ground hard dense soil , all as apecified in SSR Part- I & as directed by EIC |
| 66 | M & L Cement concrete in foundations, filling for grounting angle and mass concrete 1:2:4 40mm grade aggregate , all as specified in SSR Part-I & as dircted by EIC |
| 67 | S &F rolled section ms mild steel as in framing cladding ,glazing and the like fixed with angle cleats and connecting plates etc. |
| 68 | M & L for prepartion of new painted surface of any description not otherwise apply 1st coats of synthetic enamal oil paint 1st quality (Premium) (apply 2nd coats of synthetic enamal oil paint specified in SSR Part-I & as directed by EIC |
| 69 | S&F Pre-painted galvalume aluminium zinc coating GI based Plain steel sheet 0.50 mm thick of any colour having tensile strenth of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified. |
| 70 | Excavating over areas , n exc 1.5 m deep and getting out in hard / dense soil , all as apecified in SSR Part- I & as directed by EIC |
| 71 | M & L broken stone or boulders , hardcore of gauge n exc 63 mm deposited , spread and levelled in layers n exc 15 cm thick , watered and rolled / rammed to a true surface , all as specified in SSR Part-I & as directed by EIC. |
| 72 | M&L Moorum/red bajri filling in floors or pavings, ladi in layers not exceeding 15 cm thick, spread, levelled and rammed including watering |
| 73 | M & L Cement concrete ( 40 mm graded aggregate ) 1:2:4 150MM thickness all as specified in SSR Part-I & as directed by EIC |
| 74 | PART-G |
| 75 | Supply and fixing of flame proof & Weather proof Distribution Panel , Zone 1&2, Certified by CIMFR Dhanbad Only. Size-520 X 420 X 200 mm, Protection IP-65 MOC:Alluminium Alloy LM-6, Mouting: Wall mounting, Finish:Light Grey Powder coated, Earthing : 2 Nos, Gasket: Rubber Neoprene with Incoming -MCB, 4 P 63A-1 No, Outgoing - MCB, 4P, 32 A- 4 Nos, Outgoing-MCB, 2P, 16 A-3 Nos, Outgoing-MCB, 2P, 6 A- 4 Nos . With entry for cable of size 35 sq mm and threaded holes for 20 mm 10 Nos conduits pipes. All as directed by Engg-In-Charge.(Make:Shyam Electrical Switchgear, Sudhir Switchgears LTD,or equivalent ) Sample should be got approved before using at site. |
| 76 | S & F for Wiring for circuit/submain wiring alongwith earth wire with the 2x1.5 sq. mm +1x1.0 sq. mm sizes of FR is PVC insulated copper conductor, single core cable in surface/ recessed as required. All as approved and directed by Engg-In-Charge. (Make: Legrand, Havells, Schnieder) |
| 77 | S & F for Wiring for circuit/submain wiring alongwith earth wire with the 2x 2.5 sq. mm +1x1.5 sq. mm sizes of FR is PVC insulated copper conductor, single core cable in surface/ recessed as required. All as approved and directed by Engg-In-Charge. (Make: Legrand, Havells, Schnieder) |
| 78 | M & L One light point or one fan point controlled by one switch with cables 1.5 sq. mm size, copper conductor cables FRLS in stove enamelled steel conduit etc complete. All as specified in SSR Part-I and as directed by Engg-In-Charge. |
| 79 | Supply of flame proof LED light fitting suitable for 250 V, 18/20 Watt Lamp with Lamp Holder B22 pin type,Heat resistant,Toughened Glass Type - A, Material-AI Die cast,Gas Group-IIA,IIB,Class Zone 1&2, Certified by CIMFR Dhanbad Only.All as directed by Engg-In Charge. (Make:Shyam Electrical Switchgear,Sudhir Switchgears LTD,or equivalent )Sample should be got approved before using at site. |
| 80 | Fixing only LED light fitting 18/20 Watt flame proof, Complete with all accessories prewired and including connecting up with three core flexible copper conductor cable with suitable size. All as specified in SSR Part-I and as directed by Engg-In-Charge. |
| 81 | Supply of flame proof & Weather proof Exhaust Fan 0.25 HP,1440 RPM,230 V,Type - A,Material-AI Die cast,Gas Group-IIA,IIB,Class Zone 1&2, Certified by CIMFR Dhanbad Only.All as directed by Engg-In-Charge.(Make:Shyam Electrical Switchgear,Sudhir Switchgears LTD,or equivalent) Sample should be got approved before using at site. |
| 82 | Fixing of exhaust fan (M.D. supply) and FLP air cirulator ( which will be provided by OFDR ) and connecting up including provision of cable from ceiling rose/ connector to fan.All as directed by Engg-In-Charge. |
| 83 | M & L for one 3 pin scoket outlet 5 Amps independent, with 2.5 Sq MM cable size, copper conductor cables FRLS in stove enamelled steel conduit etc comp[lete. All as specified in SSR Part-I and as directed by Engg-In-Charge. (Make: Polycab, Havells, Finolex) |
| 84 | S & F flame proof Switch socket & plug combined in LM 6 cable termination box in LM 6, 16 A, 250 V, 2 P + Earth, etc complete certified & approved by CIMFR Dhanbad. All as specified in SSR Part-I and as directed by Engg-In-Charge. (Make: Sudhir Switchgears LTD, R J Sales corporation, Pune, Dev chem Work, Mumbai) |
| 85 | M & L for one 3 pin scoket outlet 16 Amp with 4 Sq mm size with copper conductor cables FRLS in stove enamelled steel conduit All as specified in SSR Part-I and as directed by Engg-In-Charge. (Make: Polycab, Havells, Finolex) |
| 86 | S & F flame proof Switch socket & plug combined in LM 6 cable termination box in LM 6, 25 A, 415 V, 3 P + Earth, etc complete certified & approved by CIMFR Dhanbad. All as specified in SSR Part-I and as directed by Engg-In-Charge. (Make: Sudhir Switchgears LTD, R J Sales corporation, Pune, Dev chem Work, Mumbai) |
| 87 | Supply only Rigid steel conduit, welded 20 mm dia.As per IS. All as approved and directed by Engg-In-Charge. |
| 88 | Earthing complete with Copper earth plate electrode 60 cm×60cm× 3.15mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less'than 1.5 metres below normal ground level, connected to Copper strip 20 mm X 3 mm as earth lead by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No. 3 connected to earthing test point all as specified or indicated including testing on completion. All as specified in SSR Part-I and as directed by Engg-In-Charge. |
| 89 | Earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. as required 25x4mm galvanised iron strip. All as approved and directed by Engg-In-Charge |
| 90 | M & L for Air termination, single pointed, copper rod 12 mm dia and 300 mm long. All as specified in SSR Part-I and as directed by Engg-In-Charge. |
| 91 | S & F Test point terminal block made of gun metal or phosphorus bronze size 75x75x25mm drilled and screwed including 3 nos. 8mm dia 25mm long hex. head screw. All as specified in SSR Part-I and as directed by Engg-In-Charge. |
| 92 | M & L for Galvanised iron strip 32 x 6 mm buried in ground etc comple All as specified in SSR Part-I and as directed by Engg-In-Charge. (From earth pit to test point ) |
| 93 | Supply and fixing of SP Type, T Shape epoxy (DMC) Earth strip insulator/Spacer suitable for strip size 25 mm X 3 mm with required hardware, nut bolts for fixing of LP conductor on wall, on roof concrete blocks etc complete. All as directed by Engg. In Charge. (Sample shall be got approved before use at site) |
| 94 | S & F of Galvanised steel tube 50mm dia medium grade. All as specified in SSR Part-I and as directed by Engg-In-Charge. ( For fixing lightning air termination. 2 pieces of 1 mtr each). |
| 95 | S & F of Aluminium strip 25 X 3.15 mm with saddles and fixing screws etc.for roof conductores and down conductores above ground. All as specified in SSR Part-I and as directed by Engg-In-Charge. |
| 96 | a) Excavating over areas not exceeding 2.5m in Hard Dense Soil & getting out and returning, filling in, including spreading levelling watering and well ramming in layers not exc 25 cm etc complete. All as specified in SSR Part-I and as directed by Engg-In-Charge (Size of one pit 1 X 1 X 2.5 M). |
| 97 | b) Excavating over areas not exceeding 1.5 m in Hard rock & getting out and returning, filling in, including spreading levelling watering and well ramming in layers not exc 25 cm etc complete. All as specified in SSR Part-I and as directed by Engg-In-Charge. |
| 98 | M&L for Type B2 C.C. 1:2:4 40 mm graded aggregate) in foundation, filling and mass concrete including compaction curing complete .All as specified in SSR Part-I and as directed by Engg-In-Charge. |
| 99 | M & L for formwork to sides of concrete foundations, sides of soffits and similar work, vertical or batter for flat finished surfaces. All as specified in SSR Part-I and as directed by Engg-In-Charge. |
| 100 | S & F for M.S. plates (plain or chequered) Fe 410-W (Gde-E-250) quality-A as per IS 1730 (PART-I) 1989 6 mm thick forming holes etc complete. (Size of plate 300mm X 300mm for one pit). All as specified in SSR Part-I and as directed by Engg-In-Charge. |
| 101 | S & F for Funnel size 1/2\\" dia, with GI perforated pipe of 1.5 m length for watering purpose with copper lugs etc complete.All as approved and directed by Engg- in-Charge |
| 102 | Supply of M.S. rod square bars Fe 410-W (Gde-E-250) quality-A for preparation of earth pit flag. All as specified in SSR Part-I and as directed by Engg-In-Charge. |
| 103 | S & F for M.S. plates Fe 410-W(Gde-E-250) quality - A plain 2 mm thick black sheet for preparation of earth pit flag marker cutting into size ( 0.15 M X 0.10M for one pit) complete. All as specified in SSR Part-I and as directed by Engg-In-Charge. |
| 104 | Cutting chases and making good to facings where ever required and pointing in cement mortar 1:3 for concealed conduit wiring etc, cutting not exceeding to 10 cm girth. All as specified in SSR Part- I and as directed by Engg-In-Charge. Please Enable Macros to View BoQ information |
