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| 1 | SCHEDULE \\"A\\" Part-I (Building/Structures) (To be quoted by the tenderer) |
| 2 | Item No. 1A : Design and construction of OR living Accn (G+2) including Server room complete all specified in DBR, SBC report, drawing and tender documents. |
| 3 | Item No. 1B : Design and construction of Switch house for STP and complete all specified in DBR, SBC report, drawing and tender documents. |
| 4 | Sch 'A' Part-II (External Electric supply) Lump sum price worked out by the contractor for (External Elect supply) as listed in Schedule 'A' Part-II against the lump sum price inserted by the MES. |
| 5 | Sch 'A' Part-III (STP) Lump sum price worked out by the contractor for (STP) as listed in Schedule 'A' Part-III against the lump sum price inserted by the MES. |
| 6 | Sch 'A' Part-IV (Road Path Culvert) Lump sum price worked out by the contractor for (Road Path Culvert) as listed in Schedule 'A' Part-IV against the lump sum price inserted by the MES. |
| 7 | Sch 'A' Part-V (Sewage Disposal) Lump sum price worked out by the contractor for (Sewage Disposal) as listed in Schedule 'A' Part-V against the lump sum price inserted by the MES. |
| 8 | Sch 'A' Part-VI (Area Drainage) Lump sum price worked out by the contractor for (Area Drainage) as listed in Schedule 'A' Part-VI against the lump sum price inserted by the MES. |
| 9 | Sch 'A' Part-VII (Rain Water Harvesting) Lump sum price worked out by the contractor for (Rain water harvesting ) as listed in Schedule 'A' Part-VII against the lump sum price inserted by the MES. |
| 10 | Sch 'A' Part-VIII (DG Set) Lump sum price worked out by the contractor for (DG Set) as listed in Schedule 'A' Part-VIII against the lump sum price inserted by the MES. |
| 11 | Sch 'A' Part-IX (Solar Water heating system) Lump sum price worked out by the contractor for (Solar Water heating system) as listed in Schedule 'A' Part-IX against the lump sum price inserted by the MES. |
| 12 | Sch 'A' Part-X (External Water Supply) Lump sum price worked out by the contractor for (External Water Supply) as listed in Schedule 'A' Part-X against the lump sum price inserted by the MES. |
| 13 | Sch 'A' Part-XI (Site Clearance and development) Lump sum price worked out by the contractor for (Site Clearance and development) as listed in Schedule 'A' Part-XI against the lump sum price inserted by the MES. |
| 14 | Sch 'A' Part-XII (Cooling appliances) Lump sum price worked out by the contractor for (Cooling appliances) as listed in Schedule 'A' Part-XII against the lump sum price inserted by the MES. |
| 15 | Sch 'A' Part-XIII (Arboriculture) Lump sum price worked out by the contractor for (Arboriculture) as listed in Schedule 'A' Part-XIII against the lump sum price inserted by the MES. |
| 16 | Note for Srl No 2 to 15The percentage above / below the SSR -2020 (part-II) rates shall be derived from the amount quoted by the contractor against Srl No. 3 to 15 by comparing it with the amount inserted / pre- priced by the department and the same shall be applicable for the items of respective schedule |
| 17 | Schedule 'A' Part-XIV (Miscellaneous items of works) |
| 18 | External Electric supply |
| 19 | Item No 01 : Supply installation, testing and commissioning in replacement Main LT Feeder panel board outdoor type cubicle panel board suitable for 3 phase,4 wire 415 volt 50 hz factory febricated approved CPRI Approved, water and vermin proof protection of size 1500 mm x 1000 mm x 700 mm coated made out of 3.0 mm thick CRCA sheet and MS angle iron sectiom 60X60X6mm frame with front and back openable double door system with locking arragement louver and air vent gaket for netural flow of air with conopy, inner compartment made out of 2.15 mm the CRCA sheet duly compartmentalized for each MCCB's as incoming and outgoing with MCCB's, lockable arrangement with aluminium bus bar three phase and neutral of capacity of 600 amp marked red, yelllow, black and blue inslulators, made of high strength insulated material suitable 1100 voltage all controll PVC wires shall be with 2.5 sq mm multistrand copper conductor and shall be properly bunched, tied, frerruled for proper indication , fixed on PCC foundation complete. |
| 20 | Note:- (i) LT panel maker shall comply the IS/IEC-61439 (Part-1) : 2011 & IS/IEC-61439 (Part-2) : 2011 (ii) PCC shall be measured and paid separately. INCOMING:- (a) MCCB 400 A, 415 V 4 Pole 36 KA --- 01 No OUT GOING:- (b) MCCB 63 A,415V 4 Pole,16KA----06 Nos(c) MCCB 40 A,415V 4 Pole,16KA----03 Nos(d) Digital type Volt meter 0-500 Volts square type with selector switch - 01 No.(e) CT of suitable size(f) Digital type Ammeter 0-400 Amps square type with selector switch - 01 No.(g) Wiring complete with copper wire of suitable size (h) Indicator lamp LED type, set of three marked red, yellow & blue - 01 Set. (i) Cable glands brass of suitable size for cable. |
| 21 | Item No 02 : S&F IP 65 Pole Box, made of high quality Polycarbonate(shock proof, rust free, corrosion free, acid and chemical resistant, fire retardant, having high impact, made of halogen and silica free recyclable material), UV resistant, having high grade gasket made of Polyurethane, should withstand glow wire test at 9600C in accordance with IEC 60 695- 2-11 UL subject 94, should be flame retardant and self-extinguishing, the system should have test certificate in accordance with IEC 60 439-1, (IS8623), & IEC 60529, including provision of three phase connection with MCB SP 6 amps- 01 Nos. |
| 22 | Item No 03 : Material and Labour for boring holes under the road/pavement/hard standing with the help of trenchless technology using ultra sound technique and necessary machine including GI Light grade pipe of 80 mm dia suitable for 0.4 mpa working pressure not less than one metre below ground level complete all as specified and directed. (The cost of GI Light grade pipe shall Measure and paid seperately). |
| 23 | Item No 04 : Supply & fixing of 3 Phase Nature switch Panel 12-15KW, 32Amps / Phase (SMART TIMER SWITCH) fixing for street light switch of wall/pole mountable SMC enclosure conforming to IP 54 consisting of Nature switch smart SPD.Isolater,MCB drive for loading , and terminal blocks the enclosure comes complete with mounting brackets, MS flat clamps, nuts, bolts and washers complete all as specified and directed by Engr-in-charge. |
| 24 | Item No 05 : M&L for street light bracket made out of 40mm dia medium grade GI pipe of 1.2m length bent to required shape suitable for fixing street light / security light fitting on Steel tubular pole / RCC pole / building wall including two Nos clamps made out 30mm X 5mm flat with suitable nuts and bolts (clamp type - as per site requirement ) including two coats of aluminium paint over a coating of red oxide primer and Taking down of existing unserviceable rusted street light brackets with clamps, nuts and bolts etc . ,complete all as directed. |
| 25 | Item No 06 : Supply and fix including commissioning of 12.5 M high mast in two sections suitable for 55 m/sec wind speed, with head frame, winch mounting bracket, luminaries carriage suitable to install 6/9 Nos luminaries in symmetrical arrangement. of raising lowering system comprising double drum winch, 5mm diameter SS wire rope, trailing cable, connector, integral power tool motor, manual handle, junction box, lightening finial. including (Wiring material from JB to individual luminaire & MCB in base compartment including of foundation bolts manufactured from special steel along with nuts, washers, anchor plate and common template. With LED 150 W flood light Bajaj make with 120 lumen per watt and fixture should have toughned glass body for better heat defeciancy. Please Enable Macros to View BoQ information Schedule 'A' Part II (External Electric supply) Item Description of Item Unit Rate per Unit (Rs.) Qty Amount (Rs.) |
| 26 | Item No 06 : Supply and fix including commissioning of 12.5 M high mast in two sections suitable for 55 m/sec wind speed, with head frame, winch mounting bracket, luminaries carriage suitable to install 6/9 Nos luminaries in symmetrical arrangement. of raising lowering system comprising double drum winch, 5mm diameter SS wire rope, trailing cable, connector, integral power tool motor, manual handle, junction box, lightening finial. including (Wiring material from JB to individual luminaire & MCB in base compartment including of foundation bolts manufactured from special steel along with nuts, washers, anchor plate and common template. With LED 150 W flood light Bajaj make with 120 lumen per watt and fixture should have toughned glass body for better heat defeciancy. Please Enable Macros to View BoQ information Schedule 'A' Part II (External Electric supply) Item Description of Item Unit Rate per Unit (Rs.) Qty Amount (Rs.) |
| 27 | Excavation in trenches not exc. 1.5 Mtr wide and not exc 1.5 Mtr deep in any type of soil and getting out complete all as specified and directed. |
| 28 | .-ditto as above but exceeding more than 1.5 m in depth |
| 29 | Returning filling in trenches including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick in any type of soil complete all as specified and directed. |
| 30 | Removing surplus excavated soil material to a distance not exc 50m and depositing where directed at a level not exc 1.50m above the starting point complete all as specified and directed. |
| 31 | M&L for filling approved fine river sand in trenches as cable cushion to the full width of excavated trench, under and over cable complete all as specified directed.(Note : Punned thickness of sand shall be measured) |
| 32 | M&L for bricks slightly over burnt (kiln burnt) , modular bricks, best quality, locally available, laid flat, dry, laid in trenches along the length of cable transvarsally with width equal to length of brick for cable protection all as specified directed. |
| 33 | M&L for PCC 1:4:8, type D2 ( using 40 mm graded crushed stone aggregate) as in base, foundation filling of the pole, all as specified and directed. |
| 34 | M&L for PCC (1:3:6), type C2 (using 40 mm graded crushed stone aggregate) as in coping for poles, etc all as specified and directed. |
| 35 | M & L for PCC (1:2:4), type B1 using (20mm graded crushed stone aggregate) as in coping of poles including necessary use and waste of form work and finishing exposed surfaces even and smooth complete all as specified and directed. |
| 36 | M&L for steel tubular swaged poles complete with MS base plate, finial taper plug, bolts, nuts & screws type 410, SP-31 (9 mtrs long), erected to truely vertical position, painting externaly embedded portion in PCC with black bitumenous paint and externally exposed to surfaces with aluminium paint in two coats, making five alternate strips 30cm wide with black and yellow paint in two coats, marking MES number with black paint complete all as specified and directed. (Note : Excavation and PCC will be measured and paid for separately under respective items of this schedule) |
| 37 | Supply, laying & testing cable XLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty)with stranded aluminium conductor, 1100 volts grade, of following sizes complete all as specified and directed. (a) 3.5 core x 120 Sqmm (Prop LT panel to Bldg power load) RM 648.15 250.0 162037.5 (b) 4 core x 16 Sqmm (Prop LT Panel to Distribution box,STP,highmast light) Each 193.5 400.0 77400.0 (c) 4 core x 10 Sqmm (Security feeder No 1 & 2 to last pole) Each 174.68 1050.0 183414.0 (d) 2 core x 10 Sqmm (foe solar heater) Each 143.61 100.0 14361.0 |
| 38 | M & L for Earthing complete with galvanized steel earth plate electrode 600 x 600 x 6 mm thick, buried directly in ground vertically to a depth not less than 2.25 meters deep below ground level with top edge of the plate not less than 1.5 Mtrs below normal ground level connect to galvanised earth lead wire of 4.0 sqmm size by means of bolts, nuts, check nuts and washers of galvanized iron or steel up to 7.5 meter length including connected to earth plate including necessary excavation & earthwork, PCC (1:3:6) type C-1 earth chamber, 40 mm thick RCC cover 1:2:4 mix with 6mm dia nominal reinforcement @ 150 mm c/c both ways etc complete all as shown in electrical plate No 5, connected to earthing test point complete including testing on completion all as specified and directed. |
| 39 | Material and labour for Wiring with 1.5 sq mm 2 runs of single core multistrand PVC insulated, unsheathed cable & one run of 1.0 sqmm PVC insulated copper conductor single core cable as earth conforming to IS - 694, 1100 volts with copper conductor drawn in and including 20 mm dia or higher non metalic PVC grey conduit with all accessories such as Tees, Elbows, Junction box, Reducers etc as required and connecting to pole box to light fitting. |
| 40 | S&F GI tubing, light grade, ISI marked 80 mm bore pipe laid in trenches/duct or in road crossing or fixed to wall/poles for protection of cable incl taking out old pipe of any grade complete all as specified and directed. |
| 41 | All as above item No. 16,but for 40 mm bore pipe. |
| 42 | S&F Rigid non-metallic PVC conduit of sizes 20 mm exclusive of boxes (junction/ terminal) but inclusive of all tees, bends, elbows, reducers, bell mouth tube ends and fixing accessories such as couplers, lock nuts, saddles, pipe hooks etc all as directed by Engr-in-Charge. |
| 43 | Supply and fixing post top lantern LED type 40 watt 230 watt volts AC outdoor type with decorative post top for 360 degree indirect light IP 65 protection with impact and corrosion resistant complete with driver and lamp complete. |
| 44 | S & F for Energy saving new generation environmental friendly long life versatile LED street light fitting 70 Watt 230 V AC outdoor type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection completeall as directed. Total carried over to BOQ Rs. 1371088.16 Signature of Contactor DY Dir(Contracts) Date: For Accepting Officer Schedule 'A' Part III (STP) Item Description of Item Unit Rate per Unit (Rs.) Qty Amount (Rs.) |
| 45 | Supply and laying 3-layer PP-R Polypropylene random copolymer) concealed pipes of outer dia 40 mm SDR 7.4 (PN16) UV stabilized and antimicrobial fusion welded having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings fixed complete to walls, ceilings or in floors etc all as specified and directed. |
| 46 | Supply and laying 3-layer PP-R Polypropylene random copolymer) concealed pipes of outer dia 25 mm SDR 7.4 (PN16) UV stabilized and antimicrobial fusion welded having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings fixed complete to walls, ceilings or in floors etc. all as specified and directed. |
| 47 | Supply and laying 3-layer PP-R Polypropylene random copolymer) concealed pipes of outer dia 20 mm SDR 7.4 (PN16) UV stabilized and antimicrobial fusion welded having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings fixed complete to walls, ceilings or in floors etc. all as specified and directed. |
| 48 | Excavation in trenches not exc. 1.5m wide and not exc 1.5m deep in hard/dense soil and getting out complete all as specified and directed by Engr-in-Charge. |
| 49 | Returning filling in trenches including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick in any type of soil complete all as specified and directed. |
| 50 | Removing surplus excavated material to a distance not exc 50m and depositing where directed at a level not exc 1.50m above the starting point complete all as specified and directed. |
| 51 | Supply and fix PPR gate valves (brass insert) of 40 mm bore all as specified and directed. |
| 52 | Supply and fix PPR gate valves (brass insert) of 25 mm bore all as specified and directed. |
| 53 | Supply and fix PPR gate valves (brass insert) of 20 mm bore all as specified and directed. Total carried over to BOQ Rs. 78214.65 Signature of Contactor DY Dir(Contracts) Date: For Accepting Officer Schedule 'A' Part IV (Road/Path/culvert) Item Description of Item Unit Rate per Unit (Rs.) Qty Amount (Rs.) |
| 54 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge |
| 55 | Rolling and consolidation of formation surface in cutting with power roller exc 8 tonne & n exc 12 tonne roller |
| 56 | M&L for filling in road formation with moorum in layers n.exc 15cm thick spread, levelled and rammed including watering |
| 57 | M & L for laying and compacting 150 mm thick (compacted thickness) Granular sub base course (GSB) grading as per Grade I as specified in Table 900-1 of MoRTH specifications for road and bridge works 2013 in a sand crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required. The materials are mechanically mixed, spread and levelling on the subgrade by using motor grader of adequate capacity 80-100 Kn static weight for achieving requied compaction density consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridges works 2013. |
| 58 | M&L providing and laying dry lean concrete (DLC) 150mm thick of aggregate gradation as per Table 1 of SP 49 2014 having 7 day average compressive strength not less than 7 Mpa minimum cement content not less than 140 Kg/Cum DLC mixed in batching plant transported to site and laid by electroninc 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 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 |
| 59 | M&L for 200mm thick cement concrete work in pavement/hardstanding of flexture strength 40 Kg per Sqcm in field using 400 kg of cement per cubic metre, thickness of concrete 25cm or less including necessary formwork complete as directed by engineer in charge |
| 60 | M & L for Providing 10mm thick sand coushion with clean river sand duly clear of residual, organic and deleterious materials spread evenly to uniform thickness laid over DLC layer. The sand cushion must not contain stones/other hard or uneven matter as specified and directed. |
| 61 | Supply and laying 400 micron thick HDPE sheet (vergin quality) water proof , wrinkle free without punchure having minimum weight 390 gm/Sqm over sand cushion with overlap between adjacent strips and at tranverse joint as minimum 300 mm |
| 62 | Removing excavated materials(soil) exc 250m but n. exc 500m and depositing where directed at a level n. exc 1.5m above the starting point. |
| 63 | Finishing surface of concrete roads pavements by belting |
| 64 | M & L for forming Dummy joints 65mm deep X 10mm wide, filled with sealing compound Grade A |
| 65 | M & L for forming 20 mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade `A' for 200mm thick concrete slab |
| 66 | M & L for forming construction joints 30mm deep X 10mm wide, filled with sealing compound Grade A |
| 67 | M & L for preparing surfaces of road and painting two coats of lines dashes and arrows etc on road pavement and like not exc 10 cm width with road marking paint |
| 68 | Surface excavation n exec 30 cm deep and averaging of 15 cm getting out soft/loose soil. |
| 69 | Rolling and consolidation of formation surface in cutting with power roller exc 8 tonne & n exc 12 tonne roller |
| 70 | M & L for broken stone or boulder Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15cm thick, watered and rammed to a true surface all as specified. |
| 71 | M&L cement concrete type D2 1:4:8 (40 mm graded stone aggregate) 100mm thick in floors and pavings as specified. |
| 72 | M & L Sand filling /crushed stone dust / Sand cushioning 25 mm thick under floors or in pavings / foundations including watering and consolidation all as specified. |
| 73 | M & L Machine pressed precast concrete interlocking paver block any shape and size (Rubberised matt / glossy finish) confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with ngrey cement and pigment |
| 74 | M & L For Precast concrete curb stone size as per Engg-in-charge 100mm thick and 600/450mm hight 350/450mm length chanfer in one side set in CM 1:4 type B1 1:2:4 (20mm graded aggregate) |
| 75 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge |
| 76 | M & L for PCC (1:4:8) Type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed. |
| 77 | M&L RCC M-25 Design Mix with 20 mm graded aggregate as in basement slab, Foundations,/c rafts, footing, foundation beam, plinth beam, base for column etc. all as specified. |
| 78 | M&L RCC M-25 Design mix with 20 mm graded aggregate as in walls, basement walls, ballast walls etc. all as specified. |
| 79 | M&L RCC M-25 Design mix with 20 mm graded aggregate as slab supported on walls,beams and columns in floor,roof,landings etc all as specified. |
| 80 | 4. M&L for brick work with subclass ‘B’ bricks straight or curved on plan exc 6 m mean radius for built in CM 1:4 etc complete all as specified and as directed |
| 81 | M & L for PCC (1:2:4) Type B-0 using 12.50 mm graded stone aggregate as in lintels upto 1.5m clear span, cills, copings, bed plate, plinth courses, roof kerbs or mud stops rounded or chamfered on edges including necessary firm work complete all as specified and directed. |
| 82 | M&L for use and waste of Formwork in flat rough finished surface to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams in rough finish of concrete surface etc all as specified and directed. |
| 83 | M&L for use and waste of Formwork in flat rough finished surface to faces of walls, retaining walls, abutments,parapets and staircase railings and similar work including attached pillasters, buttresses,etc vertical or to batter rough finish of concrete surface etc all as specified and directed. |
| 84 | M&L for use and waste of Formwork in flat rough finished surface toto soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) rough finish of concrete surface etc all as specified and directed. |
| 85 | M&L Mild steel TMT bar 10mm dia and over cut to length bent to shape required including cranking bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia or securin with clips complete all as specified and directed. |
| 86 | M&L for Rendering 15m thick in cm 1:4 on fiar faces of brick work or concrete furface of wall and finished even and smooth without using exstra cement complete all as specified and directed.. |
| 87 | M&L for preparing new plastered surface of wall surface and applying two coats of white wash complete all as specified and as directed Total carried over to BOQ Rs. 8789390.7 Signature of Contactor DY Dir(Contracts) Date: For Accepting Officer Schedule 'A' Part V (Sewage Disposal) Item Description of Item Unit Rate per Unit (Rs.) Qty Amount (Rs.) |
| 88 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 89 | Add to item No.1 above for each additional 1.5 m or part thereof in depth beyond the first 1.5 m.(up to 3.00 M depth) |
| 90 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge |
| 91 | -ditto- as per item No. 03 each additional 1.5 m or part thereof in depth beyond the first 1.5 m.(up to 3.00 M depth) |
| 92 | -ditto- as per item No. 03 each additional 1.5 m or part thereof in depth beyond the first 1.5 m.(up to 4.50 M depth) |
| 93 | M&L for TMT bars 10 mm dia 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 0.9 mm dia, or securing with clips etc complete all as specified and as directed |
| 94 | M&L for Brickwork with sewer bricks straight or curved on plan exc 6 m mean radius for man-holes/septictank/ soakwell. in sewer works etc complete all as specified and as directed |
| 95 | M&L for Pre-cast cement concrete (1:2:4) type B-1 using 20 mm graded stone aggrgates ) set in CM 1:4 as in landing, cover slab(for manholes etc) chulla hoods, chajjas, water trough, mangers, shelves and similar article with plain faces including form work complete all as specified and as directed |
| 96 | M&L for rendering 15 mm thick in CM (1:4) on fair faces of brick work or concrete surface finsihed even and smooth (without using extra cement) mixed with water proofing compound as per manufacture instruction etc complete all as specified and as directed Notes : WPC shall be measured and paid seperately |
| 97 | Supply only water proofing compound (Liquid) complete all as specified and as directed. |
| 98 | M&L for plain cement concrete 1:4:8 type D-2, with using 40 mm grades stone aggregates as in foundations and mass concrete etc complete all as specified and directed |
| 99 | M&L for cement concrete (1:2:4) type B-2 using 20 mm graded stone aggregates as in surface channels and drains complete all as specified and directed |
| 100 | M&L cement concrete 1:3:6 type C-2 for 200 mm dia in bed to drain pipes including packing under, and haunching against the sides of pipes etc complete all as specified and as directed |
| 101 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm thick with soil etc complete all as specified and directed |
| 102 | Removing excavated material / Debries obtained from demolition to a distance not exc 50.00 mtr and depositng where directed etc complete all as specified and as directed |
| 103 | Loose filling with aggregate of broken stones or boulders of gauge 40 to 80 mm as in sides of packaged STP,soakwell/pits etc. Total carried over to BOQ Rs. 582659.45 Signature of Contactor DY Dir(Contracts) Date: For Accepting Officer Schedule 'A' Part VI (Area Drainage) Item Description of Item Unit Rate per Unit (Rs.) Qty Amount (Rs.) |
| 104 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 105 | M & L for PCC (1:3:6) Type C-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed. |
| 106 | M & L for PCC (1:2:4) Type B-0 using 12.50 mm graded stone aggregate as in lintels upto 1.5m clear span, cills, copings, bed plate, plinth courses, roof kerbs or mud stops rounded or chamfered on edges including necessary firm work complete all as specified and directed. |
| 107 | M&L for brick work with subclass ‘B’ bricks straight or curved on plan exc 6 m mean radius for built in CM 1:4 etc complete all as specified and as directed |
| 108 | M&L for Flush pointing to brick walls in CM 1:3 on brick work complete all as specified and directed.. |
| 109 | M&L for Extra for forming fiar finished drain or channel 30cm inner girth in cement concrete, using extra cement, including forms,mulds,mitred/stopped ends etc complete all as specified and directed. |
| 110 | Add for each 25 mm girth or part thereof over 30 cm girth complete all as per item No 6 above. |
| 111 | M&L for Precast cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in landings cover slab (for manholes etc) and similar work incl necessary form work and set in CM 1:4 complete all as specified and directed. |
| 112 | M&L Mild steel TMT bar 10mm dia and over cut to length bent to shape required including cranking bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia or securin with clips complete all as specified and directed. |
| 113 | M&L removing of surplus material n exc 50m and deposited where directed at a level not exc 1.5m above the starting point |
| 114 | 11. Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm thick with soil etc complete all as specified and directed |
| 115 | Supply only Unplasticized PVC pipes of of 50 mm dia as in perforated portion of precast slab for drain of pressure rating 10 kgf/sq. cm Total carried over to BOQ Rs. 1883114.38 Signature of Contactor DY Dir(Contracts) Date: For Accepting Officer Schedule 'A' Part VII (Rain water harvesting ) Item Description of Item Unit Rate per Unit (Rs.) Qty Amount (Rs.) |
| 116 | Excavation in trenches not exc 1.5 m wide and not exc 1.5m deep and getting out in soft/loose soil complete all as specified and directed. |
| 117 | Earthwork in excavation by mechanical means over area in any kind of soil (exceeding 30 cm deep' 1.5 m in width as well as excedding 10 Sqm in plan area) including getting out and disposal of excavated earth lead up to 50 m and lead upto 1.5 m complete all as specified an das directed. |
| 118 | All as per item No 2 above but exc 1.5 m but not exc 3 m deep |
| 119 | M&L for PCC 1:4:8 type D-2 using 40mm graded stone agg as in fdn filling, mass concrete etc complete all as specified. |
| 120 | M & L for Brick work with Sub class 'B' bricks, old size, straight or curved on plan exc 6m mean radius built in cement mortar 1:4 complete all as specified. |
| 121 | M & L for PCC 1:2:4 mix type B1 using (20mm graded stone aggregate) as in coping complete all as specified. |
| 122 | 100 mm thick PCC 1:2:4 type B 2 (40mm graded aggregate) as in sub base complete all as specified. |
| 123 | M&L for 15 mm thick cement plaster in CM 1:4 on walls surface or concrete incl finished surfaces shall be even and smooth without using extra cement complete all as specified. |
| 124 | RCC Pipe 300mm bore dia in class NP-2 laid and jointed complete with collars all as specified and directed. |
| 125 | M&L for loose filling with broken stone or boulder aggregate of gauge 80-150 mm as in filter bed complete all as specied. |
| 126 | M&L for loose filling with broken stone or boulder aggregate of gauge 40 as in filter bed complete all as specied. |
| 127 | M&L for coarse sand filling under floors or in foundations including watering and consolidation |
| 128 | Precast RCC 1:2:4 type B1 (using 20 mm graded crushed stone aggregate) as in cover slab and similar work includind necessary formwork set in cm 1:4 complete. |
| 129 | M & L for mild steel bars 10mm dia & over cut to length bent to shape required including,crancking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia or securing with clips, quality confirming to TMT bars |
| 130 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc. 25 cm complete all as specified. |
| 131 | Removing excavated material exc 250m but not exc 500 m and depositing where directed by Engr-in-charge at a level n.exc 1.5m above the starting point complete all as specified and directed. Total carried over to BOQ Rs. 288536.47 Signature of Contactor DY Dir(Contracts) Date: For Accepting Officer Schedule 'A' Part VIII ( Solar Water heating system) Item Description of Item Unit Rate per Unit (Rs.) Qty Amount (Rs.) |
| 132 | Supply and Install, Testing and commissioning of Solar Hot Water System, Flate Plate collector type, with heat exchanger of capacity 300 LPD with Electrical Back up 6.0 KW and backup stainless steel hot water tank complete all as specified and directed. |
| 133 | Supply & lay Hot water pipe duly inslulated with glass wool and aluminium cladding 25 mm bore complete all as specified and directed. |
| 134 | Supply & lay Hot water pipe duly inslulated with glass wool and aluminium cladding 20 mm bore complete all as specified and directed. |
| 135 | Supply & lay Hot water pipe duly inslulated with glass wool and aluminium cladding 15 mm bore complete all as specified and directed. |
| 136 | S&F GI tubing, light grade, ISI marked 40 mm bore pipe laid in trenches/duct or in road crossing or fixed to wall/poles for protection of cable complete all as specified and directed. |
| 137 | S & F for sheet metal enclosure MCB DB TPN 8 way with 200 Amps rated bus bar 415 volts double door with magnitic locking system including necessary provision for inserting the DBs in wall by cutting the brick/stone masonary etc and making good of distrubed surface to match with existing colour of wall complete all as specified and as directed. |
| 138 | Supply and fixing amp rating 240V, 10KA 'C' curveminiature circuit breaker (MCB) of 4P 63 Amps and current carrying capacity in the MCB DB complete with connection testing and commissioning |
| 139 | M & L sub main wiring with 02 runs of 6 sqmm main wire along with 01 run of 06 sqmm earth wire (green in colour) single core FRLSH PVC insulated, unsheathed, multi-stranded, 1100 volts grade ISI marked copper conductor cable, drawn through and including adequate size rigid non-metallic PVC concealed / surface conduit (medium grade) wherever necessary with all fittings & accessories including cutting chases for conduits as required, sinking for terminal boxes, making good the same & taking down complete all as specified and directed.NOTE:- Two runs of main copper conductor, one run of earth wire and one run of PVC conduit shall be measured as one unit length. |
| 140 | S & F Rotational moulded polyethylene water storage tanks of capacity 500 Ltr (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part I . |
| 141 | M&L for cross arms, bracings, supports, clamps and back plates etc fabricated from structural steel sections including nuts, bolts, washers, welding, bending cold or hot, drilling holes for fixing light fittings and painting with aluminium/silver paint in two coats on one coat of red oxide primer complete all as specified and directed. Total carried over to BOQ Rs. 1045056.79 Signature of Contactor DY Dir(Contracts) Date: For Accepting Officer Schedule 'A' Part X (External Water Supply ) Item Description of Item Unit Rate per Unit (Rs.) Qty Amount (Rs.) |
| 142 | Supply and laying for galvanised iron tubing medium grade with and including all fittings such as bends, elbows, tees, short pieces, union etc in trenches complete all as specified and as directed of following sizes :- (a) 80 mm (4”) dia. RM 760.5 80.0 60840.0 (b) 40 mm (2”) dia. RM 396.5 33.0 13084.5 (b) 25 mm (1”) dia. RM 184.6 150.0 27690.0 |
| 143 | S & F for gun metal gate valve with iron wheel head screwed both ends ISI marked fixed to GI pipe complete all as specified and as directed of following sizes :- (a) 80 mm (4”) dia Each 1350.0 1.0 1350.0 (b) 40 mm (2”) dia Each 784.97 3.0 2354.91 (b) 25 mm (1”) dia Each 587.24 5.0 2936.2 |
| 144 | Excavation in trenches not exceeding 1.5 mtrs. wide and not exceeding 1.5 Mtrs. in depth in trenches and getting out in soft soil. |
| 145 | Removing the excavation soil to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5 mtr above the starting point. |
| 146 | Returning, filling in including spreading and levelling watering and well ramming in layers not exceeding 25 cm with soil obtain from excavation. Total carried over to BOQ Rs. 183221.61 Signature of Contactor DY Dir(Contracts) Date: For Accepting Officer Schedule 'A' Part XI (Site Clearance and development) Item Description of Item Unit Rate per Unit (Rs.) Qty Amount (Rs.) |
| 147 | Surface dressing n.exc 15cm deep and getting out in soft/loose soil all as directed Total carried over to BOQ Rs. 134500.0 Signature of Contactor DY Dir(Contracts) Date: For Accepting Officer Schedule 'A' Part XII (Cooling appliances) Item Description of Item Unit Rate per Unit (Rs.) Qty Amount (Rs.) |
| 148 | Supply and fix water cooler, electric driven (single phase), having approx storage capacity of 40 liter and nominal cooling capacity of 40 liters per hour. Total carried over to BOQ Rs. 353951.19 Signature of Contactor DY Dir(Contracts) Date: For Accepting Officer Schedule 'A' Part XIII (Arboriculture) Item Description of Item Unit Rate per Unit (Rs.) Qty Amount (Rs.) |
| 149 | M&L for continuous brick edging with width equal to depth of bricks laid dry on end at required angle, complete all as specified and as directed. |
| 150 | Supplying and fixing GI delivery pipe 50 mm dia (medium class) including socket, threading and jointing complete all as specified and as directed. |
| 151 | Supply and fix Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe complete for size 50 mm dia pipe complete all as specified |
| 152 | Supply & fixing for 40 mm bore galvanised steel tubing medium grade, threaded in any length, laid in trenches, ISI marked including necessary fittings complete all as directed. |
| 153 | Supply & fixing for 25 mm bore galvanised steel tubing medium grade, threaded in any length, laid in trenches, ISI marked including necessary fittings complete all as directed. |
| 154 | Supply & fixing for 20 mm bore galvanised steel tubing medium grade, threaded in any length, laid in trench, ISI marked including necessary fittings complete all as directed. |
| 155 | Supply and fix Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe complete for size 40 mm dia pipe complete all as specified |
| 156 | Supply and fix Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe complete for size 25 mm dia pipe complete all as specified |
| 157 | Supply and fix Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe complete for size 20 mm dia pipe complete all as specified |
| 158 | M&L for laying, connecting and testing of XLPE insulated, screened, PVC bedded, galvanised steel strip or wire armoured, electric power cables (heavyduty) with aluminium conductor, 1100 volts Earthed, grade cross sectional area 16 sq. mm. of 4.0 core all as specified and directed |
| 159 | Supply and laying for brick of common burnt clay, sub class ‘B’ old size laid flat and dry on cables as in cable protection in trenches over cables perpendicular to direction of cables abutting each other complete all as specified and directed. Note:- all measurement in meter |
| 160 | Excavation in trenches not exceeding 1.5 mtr wide and not exceeding 1.5 mtr in depth for foundation etc or for laying pipe lines and getting out as in hard/dense soil complete all as directed. |
| 161 | Returning filling in including spreading leveling, watering and well ramming in layer not exceeding 25 cm in hard/dense soil, complete all as directed. |
| 162 | Removing excavated matenal to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5 mtr above the starting point complete all as directed. |
| 163 | Supply and laying river bed fine sand in trenches/ducts 115 cm under cable and 8 cm above the cable for cushioning to cable including spreding, levelling and get thick 18cm after punning complete all as specified and directed at site. Total carried over to BOQ Rs. 209191.75 Signature of Contactor DY Dir(Contracts) Date: For Accepting Officer Schedule 'A' Part VIII (DG SET) Item Description of Item Unit Rate per Unit (Rs.) Qty Amount (Rs.) |
| 164 | BLANK Total carried over to BOQ Rs. 0.0 Signature of Contactor DY Dir(Contracts) Date: For Accepting Officer |
