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| 1 | Building workSCHEDULE \"A\" PART-ICompletion of incomplete / balance work in Construction of single living for 36 Hav and 108 ORs (Double storey) including common room and study room complete all as specified and shown on drawings. |
| 2 | Completion of incomplete / balance work in Construction of block of Generator set room complete all as specified and shown on drawings. |
| 3 | Completion of incomplete / balance work in Construction of Septic Tank 25 users ( Stone masonary) complete all as specified and shown on drawings |
| 4 | Completion of incomplete / balance work in Construction of Septic Tank 50 users ( Stone masonary) complete all as specified and shown on drawings |
| 5 | Completion of incomplete / balance work in Construction of Soakage well (stone masonary) of size 3.0m dia and 3.0m deep complete all as specified and shown on drawings. |
| 6 | Internal Water SupplySCHEDULE \"A\" PART-II Lump sum price worked out by the Contractor for “Internal Water Supply”as listed in Schedule ‘A’Part- II |
| 7 | Internal ElectrificationSCHEDULE \"A\" PART-III Sec-I Lump sum price worked out by the Contractor for “Internal Electrification”as listed in Schedule ‘A’Part- III Sec-I |
| 8 | Internal ElectrificationSCHEDULE \"A\" PART-III Sec-II SCHEDULE \"A\" PART-III Sec-II is not prepriced by MES and prepriced rates indicates 0.0 under column 5 signified this fact only. Bidder shall insert their rates in Green field under column6. |
| 9 | Submain wiring using two single core PVC insulated cable with multistranded FRLS conductor of size 4 sqmm and drawing into conduit including provision of size 1.5 sqmm copper multistranded FRLS PVC insulated earth wire ( conduit and conduit accessories shall be measured and paid separately) complete and as directed |
| 10 | Supply and fixing energy efficient T-5 fluorescent tube light fitting suitable for and including tube rods of 1 x 14 w complete with electronic ballasts, capacitors spring loaded rotor type lamp holders, starter holders,connector block etc. and all accessories prewired . Make : Bajaj Cat Part No BJHL 114 T5 SL or equivalent of Philips/ Crompton Greaves. |
| 11 | Supply and fixing of lamp holder, insulated body with back plate for batten fittings including CFL 15 watt complete all as specified and directed |
| 12 | Supply and fixing epoxy black powder coated sheet aluminium housing with epoxy white powder coated CRCA , sheet steel grey tray , clear acrylic cover, aluminium reflector and accessories with \"S\" type CFL 2 x 18 watts suitable for security light purpose as specified including provision of GI bracket of 40mm bore, bend to shape medium grade pipe 1.5 m length for fixing on walls, clamps of flat iron ( 40x 6)mm and provision of 2.5 sqmm PVC insulated sheathed aluminium weather proof cable for making connevtions all as specified and directed. |
| 13 | Fixing only exhaust fan single phase 230/240V of size 300/450mm sweep complete with regulator and connecting of with electric system and including provision of flexible copper twin core from ceiling rose or connector including grouting holding down bolts in PCC 1:2:4 type B-0 on walls complete all as specified and directed |
| 14 | Earthing complete with galvanished steel earth plate electrode 60 cm x 60 cm x 6mm thick burried directly in ground (earth pit not less than 2.25 mtr deep below normal ground level) with top edge of earth plate not less than 1.5 mtr below normal ground level connecting to GI wire 4 mm dia by means of bolts, nuts,check nuts and washers of GI and earth wire protection by provision of GI medium grade pipe, 15mm boreincluding provn of concrete pit in PCC (1:2:4) type B-1 using 20mm graded stone aggregates with 40mm thick cover of RCC (1:2:4) reinforced with XPM (weight not less than 4 Kg/Sqm) and frame of angle iron 25x25x3mm with lugs 2 Nos and with 6 mm dia bar handle made to shape, GI medium grade20mm bore pipe for watering perforated at bottom 1.75 mtr long placed on top edge of earth plate, common salt and charcoal filling, test point with fixing arrangement funnel, wire mesh and earth work in hard/dence soil, returning filling in and removal of surplus soil to a distance not exceeding 50 mtr, all as per electrical plate No. 3 of SSR-2009 Part-I and connecting to common earth test point all as specified and testing on completion.Note:- Item of earthing includes the cost of 7.5m long galvanised iron earth lead wire and protection pipe of 15mm bore GI medium grade. Any variation in length shall be adjusted with quoted percentage of Sch \"A\" Part-III (Section-I) |
| 15 | Sub Total |
| 16 | Sewage DisposalSCHEDULE \"A\" PART-IVLump sum price worked out by the Contractor for “Sewage Disposal”as listed in Schedule ‘A’Part- IV |
| 17 | Road Path and Culverts WorksSCHEDULE \"A\" PART-V Lump sum price worked out by the Contractor for “Road Path and Culverts”as listed in Schedule ‘A’Part- V |
| 18 | ExternalWater SupplySCHEDULE \"A\" PART-VI Sec-I Lump sum price worked out by the Contractor for “External Water Supply”as listed in Schedule ‘A’Part- VII Sec-I |
| 19 | ExternalWater SupplySCHEDULE \"A\" PART-VI Sec-II SCHEDULE \"A\" PART-VI (Sec-II) is not prepriced by MES and prepriced rates indicates 0.0 under column5 signified this fact only. Bidder shall insert their rates in Green field under column6. |
| 20 | S&F Sluice valve cast iron body with stainless steel spindle and check nutwith operative iron wheel , flanged end type ( integrally cast ) class PN 1.6 conforming to IS -730 ( ISI marked) incl jointing, material such as rubber insertion packing rings, nuts , bolts and washers complete all as specified and directed by Engr in charge for size 80 mm bore |
| 21 | M&L for construction of valve pit of size 0.6m x 0.6m x 1.50m ( internal dimension) , stone masonary including all necessary excavation and earth work in hard/ loose soil, returning, filling in , disposal of surplus spoil to a distance not exceeding 50m and depositing where directed, PCC in foundation of mix (1:4:8) type D-2 (using 40mm graded crushed aggregate) stone masonary in cement mortar ( 1:4) rendering 12mm thick in cement mortar (1:4) internally , finished even and fair and pointing flush externally as the work proceeds in the same mortar, MS 50x6 mm frame, MS sheet cover 3.15mm thick with handle and locking arrangement, Painting all the exposed MS work with two coats of synthetic enamel paint of make as approved by GE over a coat of red oxide primer and painting all the MS embedded in PCC with two coats of black bituminous paint all as specified and shown on drawing. |
| 22 | Supply and fixing of ERW Kaiflex insulation tubing of size 22mm dia and 19mm thickness complete all as specified. Make : Kaiflex |
| 23 | Supply and fixing of ERW Kaiflex insulation tubing of size 28mm dia and 19mm thickness complete all as specified.Make : Kaiflex |
| 24 | Supply and fixing ofERW Kaiflex insulation tubing of size 35mm dia and 19mm thickness complete all as specified.Make : Kaiflex |
| 25 | Sub Total |
| 26 | External ElectrificationSCHEDULE \"A\" PART-VII Sec-I Lump sum price worked out by the Contractor for “External Electrification”as listed in Schedule ‘A’Part- VIII Sec-I |
| 27 | External ElectrificationSCHEDULE \"A\" PART-VII Sec-II SCHEDULE \"A\" PART-VII Sec-II) is not prepriced by MES and prepriced rates indicates 0.0 under column 5 signified this fact only. Bidder shall insert their rates in Green field under column6. |
| 28 | Street light fitting HPSV 70 Watts, Single piece , Cast alunimium housing(IP 65) with POT optics reflector including sodium vapour lamp 70 Watt complete with all accessories prewired including provision of bracket of 40mm bore GI light grade made to shape over all length 1.50 meter with clamps of FI 40x 6mm for fixing street light fittings and providing PVC insulated conductor cable of suitable size for making connection to kight fittings from junction box, complete all as specified.Mkae Crompton Greaces Cat Part No SSG 2107 IH/WI with lamp type 70 W HPSV (T) or equivalent in Bajaj / Philips |
| 29 | Supply, installation testing and commissioningLT panel board out door typeplatform mounting factory made totally enclosed, dust and vermin proof, double & shutter front and rear opening with locking arrangement, made of 16 SWG MS sheet, shutter opened both side duly painted with two coats of synthetic enamel paint, over a coat of red oxide primer paint with angle iron frame 50x50x6mm thick with necessary foundation, nuts & bolts. Panel should complete with insulated copper conductor / PVC sleeve on bus bar with following accessories as shown below:- (a) Copper bus barCap 200 Amps rating on insulator - 01 No(b) Amps meter 0 to 120--01 No (c ) Voltmeter 0-500 V -- 01 No(d) MCCB 200 Amps (4 pole)-01 No (Incoming) (e) MCB TPN 63 Amps -06 Nos (outgoing) |
| 30 | Supply, installation, testing and commissioningLT panel board indoor typeplatform mounting factory made totaly enclosed, dust and vermin proof, front and rear opening with locking arrangement, made of 16 SWG MS sheet consisting of following :- (a) Copper bus bar Capacity 600 Amps mounted on insulator - 01 Set(b) Amp meter 0-500 - 01 No (c ) Voltmeter 0-500 V - 01 No(d) MCCB 300 Amps 4 pole- 02 Nos (e) MCCB 200 Amps 4 pole- 02 No(f) MCCB 100 Amps, 4 pole- 02 No (g) MCCB 600 Amps, 4 pole - 02 No(h) Change over Switch 600 A 4 pole - 02 NosNote : Each outgoing should be provided with one set of ammeter, CT and selector switch complete with digital display |
| 31 | Earthing complete with galvanised steel earth plate electrode 600 mm x 600 mm thickness not less than 6 mm burried directly in ground (earth pit not less than 2.25 mtr deep below normal ground level ) with top edge of plate not less than 1.5 mtr below normal ground level, connected to and including GI earth lead using galvanised Iron strip 32mm x 6mmby means of nuts & bolts check nuts and washers of galvanished iro including PCC pit of 1:2:4 type B-1 cover reinforced with XPM weight not less than 4 Kg/Sqm and 6 mm dia bar handle excavation and earth work in any type of soil charcol dust, salt, medium grade GI watering pipe 20 mm dia with funnel and wire mesh and medium grade GI protection pipe of 40 mm bore from top edge of earth plate up to mai distribution board complete all to as shown in electrical plate no 3 of MES SSR 2009 (part-I) connected to main switch board all as spd and testing on completionNote:- Item of Earthing includes the cost of 7.5m long galvanised iron earth strip 32x6mm size and protection pipe of 40mm bore GI medium grade. Any variation in length shall be adjusted with quoted percentage of Sch \"A\" Part-VII (Section-I) |
| 32 | Sub Total |
| 33 | EARTH WORK FOR SCH \"A\" PART II TO PART XAND SITE CLEARANCE SCHEDULE \"A\" PART VIIILump sum price worked out by the Contractor for “Earth Work”as listed in Schedule ‘A’Part- VIII |
| 34 | Demolition WorkSCHEDULE \"A\" PART IXLump sum price worked out by the Contractor for “Demolition Work”as listed in Schedule ‘A’Part- IX |
| 35 | DEFECTIVE WORKSCHEDULE \"A\" PART- XSCHEDULE \"A\" PART-) is not prepriced by MES and prepriced rates indicates 0.0 under column 5 signified this fact only. Bidder shall insert their rates in Green field under column-6. |
| 36 | Item No 1.00Construction of single living for 36 Hav and 108 ORs (Double storey) |
| 37 | Taking down cement or cement-lime plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc. |
| 38 | M&L 5 mm thick rendering on fair faces of brick work or concrete surface in CM 1:6 to be finished even and smooth withoutusing extra cement complete all as specified and directed. |
| 39 | M&L 12 mm thick rendering on fair faces of brick work or concrete surface in CM 1:6 to be finished even and smooth withoutusing extra cement complete all as specified and directed. |
| 40 | Demolition of cement concrete (unreinforced) in ground floor and paving n.exc 15 cm thick (below or above ground level) complete all as specified and directed |
| 41 | M&L for 75mm thick cement concrete type C-2, 1:3:6 (using 40mm aggregate) in floors complete all as specified and directed |
| 42 | Demolition of Brickwork or stone/boulder masonry, laid in CM for ashlars facings, dressed stonework, precast concrete articles and precast concrete block walling complete all as specified and directed by Engr-in-Charge. |
| 43 | M&L for precast cement concrete block masonry with solid block exc 10 cms in width made with PCC 1:3:6 type C-1 (using 20 mm graded aggregate) and set in CM 1:6 complete all as specified and directed. |
| 44 | Sub Total |
| 45 | Defective Work of Retrofitting |
| 46 | Excavation in excavation by manual means in trenches for foundation, around columns and plinth beams including dressing of sides, lift up to 1.5 m included complete all as specified and directed by Engineer-in-Charge. |
| 47 | Removal of excavated materialto a distancenotexceeding 50 mtrand depositing where directed at a level n exc 1.5 mtr. above the starting point complete all as specified and directed by Engineer-in-Charge. |
| 48 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed by Engineer-in-Charge. |
| 49 | Removal of loose /soft concrete layer and preparation of rough bonding surface in columns andbeams complete all as specified and directed by Engineer-in-Charge. |
| 50 | Providing and fixing of 8 mm mechanically drilled dowel bars, 100 mm depth and bounded with epoxy grout for columns and beams complete all as specified and directed by Engineer-in-Charge. |
| 51 | Dismantling/ chipping off existing concrete up to 40-65 mm thicknessfor placing 10mm dia bent down rebars for retrofitting, including disposal of concrete debris, etc. complete all as specified and directed by Engineer-in-Charge. |
| 52 | Providing and fixing Steel wire mesh 75 mm x75mm of dia 3 mm, hard drawn (proof stress 0.2% minimum of 480 N/mm2) confirming to IS 1566: 1982 and IS 432 (Part-II) 1982 complete all as specified and directed by Engineer-in-Charge. |
| 53 | 25 mm thick cement concrete shortcrete of M30 grade confirming to IS 9012 : 1978 (reaffirmed 2021) for exterior beams at plintth and floor levels complete all as specified and directed by Engineer-in-Charge. |
| 54 | 70 mm thick cement concrete shortcrete of M30 grade confirming to IS 9012 : 1978 (reaffirmed 2021) for column retrofitting complete all as specified and directed by Engineer-in-Charge. |
| 55 | Providing and fixing cold twisted deformed / TMT bars steel rebars having yield stress / 0.2% proof stress not less than 500 N/mm2, Grade 500D confirming to IS 1786 : 2008 complete all as specified and directed by Engineer-in-Charge. |
| 56 | Fillet/ grove welding for structural steel battens, cleats, flats sections, bent-down rebars etc., confirming to IS 814: 2004, IS 816 : 1969 and IS 9595: 1996 (reaffirmed 2019) complete job all as specified and directed by Engineer-in-Charge. |
| 57 | Providing and putting in place shuttering for concrete jacking (100 mm thick) in existing coluumns, inclusing centring and its stripping after concreteing work complete all as specified and directed by Engineer-in-Charge. |
| 58 | Providing insitu concrete jacketing, 100 mm thick ofM30 concrete as per IS 15988 : 2013 (affirmed 2023) and IS 456 : 2000. complete all as specified and directed by Engineer-in-Charge. |
| 59 | Providing structural steel of Grade E-250 (minimum yield strength of 250 N/mm2 and ultimate tensile strength of 410 N/mm2confirming to IS 2062: 2011), including cutting, hosting, fixing in position and applying a priming coat of approved steel primer / anti-corrosive coat (Redoxide zinc chrome primer confirming to IS 2074: 2023), etc. complete job all as specified and directed by Engineer-in-Charge. |
| 60 | Providing and fixing Anchor Bolts M 12x200 (12 mm dia and 200 mm long) of Grade 5.8 confirming to IS 1367 (Part III): 2017 for fixing steel bearing plates with the concrete foundation, including epoxy grouting, mechanical drilling, etc. complete job all as specified and directed by Engineer-in-Charge. |
| 61 | Providing and fixing threaded bolts / shear connectors (M8x125) of 8 mm dia and 125 mm anchorage length of Grade 4.6 for fixing batten plates to existing concrete columns, including mechanical drilling and use of epoxy grout in the drilled holes, complete job all as specified and directed by Engineer-in-Charge. |
| 62 | Providing including application of crack seal between structural steel sections (battens, angle sections, etc.) and existing concrete of suitable make for filling gaps and adhesive binding using perfusion application, complete job for retrofitting of columns complete all as specified and directed by Engineer-in-Charge. |
| 63 | Sub Total |
| 64 | Schedule Of CreditSCHEDULE \"A\" PART- XISCHEDULE \"A\" PART- XI, Schedule of Credit For Demolished / Dismantled Materials. The accepted amount will be arrived after deducting the Sch of credit i.e. Rs 4594.00 and any other reduction if any from quoted amount. |
| 65 | Schedule Of CreditSCHEDULE \"A\" PART- XIISCHEDULE \"A\" PART- XII, Schedule of Credit ( Old Contractors Store For Incorporation in the Work). The accepted amount will be arrived after deducting the Sch of credit i.e. Rs 754296.17 and any other reduction if any from quoted amount. |
| 66 | Schedule Of CreditSCHEDULE \"A\" PART- XIIISCHEDULE \"A\" PART- XIII Schedule of Credit ( Old Contractors Store and T&P Not For Incorporation in the Work). The accepted amount will be arrived after deducting the Sch of credit i.e. Rs 251290.00 and any other reduction if any from quoted amount. |
| 67 | Note: RETROFITTING COST:- Cost of retrofitting is included in NIT, however it is tentative and is subject to finalization of Supplementary Risk and Cost Board. Any changes will be initiated through Corrigendum/ amendment before opening of Tech Bid. |
