Tender For Strengthening Of Existing Schools In Govt Sr Sec School, Sadulshahar Block - Sadulshahar
Tender Value
17.97 Lakhs
Estimated cost
Bid Submission
11 Mar 2024
0 days left
EMD
35940
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sadulshahar → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Strengthening Of Existing Schools In Govt Sr Sec School, Sadulshahar Block - Sadulshahar
BOQ
| Sl. No. | Item Description |
| 1 | PART A CIVIL WORK |
| 2 | B-2/1.8Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils |
| 3 | B-12/3.1.6Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 4 | B-22/5.1.2Brick work with common burnt clay F.P.S. (Non Modular) bricks of class designation 7.5 infoundation and plinth with Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 5 | B-18/4.9Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. |
| 6 | B-16/4.1Providing and laying in position specified grade ofcement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix |
| 7 | B-6/1.25+H-1/1.3 Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. Supply & Stacking good earth at site complete including loading unloading & transporation etc. |
| 8 | B-22/5.2.2Brick work with common burnt clay F.P.S.(Non Modular) bricks of class designation 7.5 in superstructure above plinth level upto floor five level in all shapes and sizes in :Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 9 | B-18/4.10.2Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for : Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. |
| 10 | B-18/4.10.3Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for : Columns, pillars, posts and struts etc. |
| 11 | B-16/4.3Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcementfor Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.M20 grade Nominal Mix / Design Mix |
| 12 | B-16/4.3+4.6.1Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcementfor Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.M20 grade Nominal Mix / Design Mix Addextrafor providing richermixes respectively at all floor levels. Providing M-25 grade concrete by using min 410 kg of cement per cum instead ofM-20 grade design mix. |
| 13 | B-19/4.13.3Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 14 | R-50/8.79Costruction of Foundation / Inaugration pedstal in 35 cm thick brick masonary in CM 1:4 of size 1.40 M x 1.80 M above ground level with 0.30 M deep foundation in 46 cm thick brick masonary and 0.10 cm thick PCC 1:3:6 including providing and fixing granite stone of size 0.90M X 0.60 M with engraving letters and figures , 20 cm cement plaster in CM 1:4 , White Washing etc.Complete as per direction of Engineer-in-charge. Inaugration Pedstal |
| 15 | B-42/9.5Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. |
| 16 | B-45/9.18.3Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required : Windows side hung /Ventilators top or centre hung (openable) |
| 17 | B-45/9.16.1Providing and fixing M.S. sheet 1mm thicksingle leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint Extra for double leaf shutters. |
| 18 | B-47/9.25Providing and fixing Square bars or other flat welded to window, ventilatiors etc. |
| 19 | B-47/9.27.4Providing and fixing welded mesh/expanded metal mesh in frame work, flat iron beading 20x3mm including top cross laps inside and out sides welding, iron bolts, crews, clips etc. complete (excluding frame work) of size Expended metal size 20-25 mm size 18SWG |
| 20 | B-75/12.56 mm cement plaster to ceiling of mix 1:3 (1 cement : 3 corse sand) |
| 21 | B-74/12.3.3Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 12mm thick. |
| 22 | B-74/12.3.2External Plaster - Plaster On New Surface On Walls In Cement Sand Mortar 1:6 IncludingRacking Of Joint Etc. Complete Fine Finished. 20 mm thick |
| 23 | B-76/12.19Making grooves as per design in plaster 10mm to 20mm wide |
| 24 | B-69/11.18.2Kota stone slab flooring 25 mm thick over 20 mm (average) thickbase laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing completewith base of cement mortar 1 : 4 (1 cement : 4 coarse sand) For area of each slab from 2001 to 5000 Sq.Cm |
| 25 | B-69/11.19.1Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete For area of each slab upto 2001Sqcm |
| 26 | B-13/3.2.2Providing and laying cement concrete including curing, compaction etc. complete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, levelling course etc up to floor five level excluding the cost of centering and shuttering. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size). |
| 27 | B-54 /10.18.1Grading roof for water proofing treatment withwater proffing compound Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 28 | B-68 /11.15.3Precast terrazzo tiles of approved make 22mm thick with marble chips of size upto 6mm in skirting & risers, treads of steps and dados 12mm thick cement plaster 1:3 (1 cement : 3 coarse sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete with tiles of : Dark shade using ordinary cement. |
| 29 | B-56/10.24Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2coarse sand : 4 stone aggregate 10mm and down gauge) includingfinishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : |
| 30 | B-68 /11.16.4+11.16.5Providing & laying Chequered terrazzo tiles of approved make 22mm thick with marble chips of size upto 6mm, in floors, jointed with neat cement slurry mixed wit pigment to match the shade of tiles including rubbing and polishing complete in all respect as per specification, on 28mm thick bed of C.M. 1:4 : Ordinary cement without any pigment. Add extra for non slipping 9-12 mm ironite topping tiles |
| 31 | B-43 /9.8Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide. |
| 32 | B-77/ 12.22Providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth complete |
| 33 | B-79 / 12.39.1Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding: New work (two or more coats) over and including scrapping and priming coat with cement primer. |
| 34 | B-79 / 12.45.1Exterior Finishing :- Painting exterior surface ofWallwith 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty,etc complete in all respect. On new work |
| 35 | B-81/12.48.1Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on New Work |
| 36 | B-84/12.64Lettering with black Japan paint of approved brand and manufacture. |
| 37 | B-40/8.20.4Green Board :- Providing and fixing wall panelling using soft wood frame of size 50x25mm @600 mm c/c in both directions duly treated with anti-termite treatment making grooves painting of grooves specification and drawing using :12 mm thick one side laminated board Practical board (Phenol bonded) |
| 38 | B-11/11.3.1Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete. |
| 39 | S-30/3.32.2Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.(i) Single socketed pipes. Type B 110 mm diameter |
| 40 | S-30/3.33.8(b)Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. Single Bend with Door 87.5° 110mm dia |
| 41 | E-01/1.1Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694)inrecessed ISI marked MMS ( IS:9537 P - III ) virgin material PVC conduit & it\"sISI marked (IS:3419-1988) accessories, round tiles, 1.2 mm thickHot Dipped Galvanized Modular Box with earth terminal, 10A Modular switch,Modular face plate with grid plate, 3 pin ceiling rose / Holder /3 way connector, screws,making connections, testing etc. as required.For specification of copperConductor,Phenolic Laminated sheet\"s & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure \"A\" attached with this BSR |
| 42 | 1.1.1Short point (up to 3 mtr.) |
| 43 | 1.1.2Medium point (up to 6 mtr.) |
| 44 | 1.1.3Long point(up to 10 mtr..) |
| 45 | E01/1.3Wiring of 3/5 pin 6 amp. Light plug point with 1.5 sq. mm nominal sizeFR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) inrecessed ISI marked MMS ( IS:9537 P - III ) PVC conduit & it\"s ISI marked (IS:3419-1988)accessories, Hot Dipped GalvanizedModular box of 1.2 mm thick with earth terminal, 10 A modularswitch, 3/5 pin 6 A modular socket, Modular face plate with grid plate, screws, making connections, testing etc. as required.For specification of copperConductor,Phenolic Laminated sheet\"s & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure \"A\" attached with this BSR |
| 46 | 1.3.1On board |
| 47 | E01/1.4S&F following sizes (dia.) of ISI marked virgin material MMS ( IS:9537 P - III ) PVC conduit along withISI marked (IS:3419-1988) accessories as requiredinrecessincludingcutting the wall, covering conduit and making good the same as required. For additional technical parameters of product / work refer Annexure \"A\" attached with this BSR |
| 48 | 1.4.225 mm |
| 49 | E04/4.1Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 forlower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5,in existingsurface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure \"A\" attached with this BSR |
| 50 | 4.1.72 x 2.5 sq. mm. + 1x1.5sqmm |
| 51 | E05/5.10P & F 1.00mm thickM.S. Recessed concealed box,round of size 150 mm dia, depth 100 mmcomplete as required. All as per pre approved by Engineer in charge.For additional technical parameters of product / work refer Annexure \"A\" attached with this BSR |
| 52 | E15/15.7Providing & Fixing ofBEEStar rated copper wounded double ball bearing capacitor start, aluminium body & Metallicblade ceilingfanConforming to all the performance requirements laid down in IS 374:2019 including all amendments, as applicable ; & Carry BIS licensing (i.e. ISI marking) with down rod up to 80 cm with secondary support safety cable ( steel rope) , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure \"A\" attached with this BSR . |
| 53 | 15.7.31200 mm sweep BEE 3 Star |
| 54 | E07/7.21Providing & Fixing of IS 11037:1984markednon modular socket size flush type 180 watt rotary minimum 5 step fan regulator with CM/L no. printed and made out from industrial grade Polycarbonate or fire resistant ABS material including making connection testing etc. as required.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure \"A\" attached with this BSR . |
| 55 | E07/7.215 step fan regulator 2 Module |
| 56 | E06/6.1Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load andsite requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting ofclass 3 as per IEC,minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted inexisting distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above ratingincluding making connections, testing etc. as required. OEM shall have submitNABL / CPRI / ERDA accrediated lab type test reports& All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure \"A\" attached with this BSR Single pole MCB (With B/C curve tripping Characteristics) |
| 57 | 6.1.1.2 6 A to 32 A rating |
| 58 | E04/4.6Supply & drawing Wiring for sub mains ISI marked (IS:694) 1100 Volts grade PVC insulated flat twin core sheathed solid aluminium conductor with 10 SWG G.I. Support wire duly clipped etc. as required. For additional technical parameters of product / work refer Annexure \"A\" attached with this BSR |
| 59 | 4.6.310.0 sqmm |
| 60 | E15/15.16Providing & Fixing ofextra down rod of 15 mm dia . ERW (Electrical resistance welded ) of 1.6mm nominal thick medium duty steelpipe including cutting, threading, drilling, fixing quarter pin etc as reqd.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure \"A\" attached with this BSR . |
| 61 | Down Road |
| 62 | E17/17.1Providing & Fixing of IP20 SMD Mid Power LED batten type integrated light fixture made from Powder coated Extruded aluminiumhousing with in built driver, System lumen efficacy = 110 lm/Watt output, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.=0.95, CRI >80 , life time of minimum50000 Burning Hours with , 70% of intial Lumen maintaned till life ends, CCT 3000°K / 4000°K/ 5700°K /6000°K/6500°K (As per ANSI Bin) , Maximum power consumption should not more than the specified rating and Fixture shall be ofBIS standard andtrade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80) certificate / Report from OEM shall be submitted.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure \"A\" attached with this BSR . |
| 63 | 17.1.11170mm(+/-10%) LED batten with min. lumen output 2200 lm |
| 64 | E06/6.9Providing & Fixing of Recessed/surface mounting heavy duty Enclosure made out from Galvanized steel / CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3. powder painted complete with din rail making internal DB terminations with copper lugs, detachable gland plate, including making connections, testing etc. as required.For additional technical parameters of product / work refer Annexure \"A\" attached with this BSR |
| 65 | 6.9.2Suitable for Six / Eight module for MCB/ RCCB |
| 66 | E06/6.2Providing & Fixing of 240/415 V isolatorISI marked IS:13947-III/conforming to IEC 60947-3, suitable for AC22A utilization category, 4KV impulse withstand voltage,true contact indication,Red colour dolly / lever shall have single mould covering over all poles for operation , two position din rail mounting,minimum phase termination capacity of 35sq.mm.IP 20 contact protection and fitted in existing distribution board / sheetincluding making connections, testing etc. as required. OEM shall have submitNABL / CPRI / ERDA accrediated lab type test reports& All as per pre approved by Engineer in charge.For additional technical parameters of product / work refer Annexure \"A\" attached with this BSR |
| 67 | 6.2.1.2Double pole isolator 63 A rating |
| 68 | B.1/1.28Surface dressing of the ground including removing vegetation and ineqalities not exceeding 15 cm deep and disposal of rubbish lead up to 50 Mtr. And lift up to 1.5 Mtr. All kinds of soil. |
| 69 | B.1/1.7.1Earth work in excavatio/ by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth 1.5m in width as well as 10 sum on plan) including disposal of excavated each lead up to 50m and lift upto 1.5m. Disposed earth to be levelled and neatly dressed: Ordinary rock |
| 70 | R/4.9Provding laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification inculding spreading in uniform thickness, hand packing, rolling with Three wiheel 80-100 kN static roller in stages to proper grade and camber applying and brooming, crushable screening to fill the interstices of coarse aggregate watering and compacting to the required dencity grading to as per MorRTH specification clause 404 using crusher broken aggregate |
| 71 | (I)WBM Grading 1 (II A) Using Crusher Broken Aggregate |
| 72 | (II)WBM Grading 2 A By Manual Means |
| 73 | Non BSRProvding and laying crushed clay bricks in minimum thickness of 15cm it should be leveled well watered and compacted by roller as directed by engineer and chagre. |
| 74 | Non BSRProvding and laying of approved class top surface of playfield with clay mix with sandy soil and wooden dust in apporved ratio as per available characteristics of blackcotton soil layed with proper grinding screening and compaction by using water |
| 75 | B.1/1.28Surface dressing of the ground including removing vegetation and ineqalities not exceeding 15 cm deep and disposal of rubbish lead up to 50 Mtr. And lift up to 1.5 Mtr. All kinds of soil. |
| 76 | B.1/1.7.1Earth work in excavatio/ by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth 1.5m in width as well as 10 sum on plan) including disposal of excavated each lead up to 50m and lift upto 1.5m. Disposed earth to be levelled and neatly dressed: Ordinary rock |
| 77 | 1.27 (b)Supplying and Filling in plinth with blown sand under floors including watering ramming consolidating and dressing complete including cost of sand. |
| 78 | R/4.9Provding laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification inculding spreading in uniform thickness, hand packing, rolling with Three wiheel 80-100 kN static roller in stages to proper grade and camber applying and brooming, crushable screening to fill the interstices of coarse aggregate watering and compacting to the required dencity grading to as per MorRTH specification clause 404 using crusher broken aggregate |
| 79 | (I)WBM Grading 1 (II A) Using Crusher Broken Aggregate |
| 80 | (II)WBM Grading 2 A By Manual Means |
| 81 | Non BSRProvding and laying crushed clay bricks in minimum thickness of 15cm it should be leveled well watered and compacted by roller as directed by engineer and chagre. |
| 82 | Non BSRProvding and laying of approved class top surface of playfield with clay mix with sandy soil and wooden dust in apporved ratio as per available characteristics of blackcotton soil layed with proper grinding screening and compaction by using water |
| 83 | B.1/1.28Surface dressing of the ground including removing vegetation and ineqalities not exceeding 15 cm deep and disposal of rubbish lead up to 50 Mtr. And lift up to 1.5 Mtr. All kinds of soil. OUTER DIA =3.5 M (3.14*R*R) |
| 84 | B.1/1.7.1Earth work in excavatio/ by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth 1.5m in width as well as 10 sum on plan) including disposal of excavated each lead up to 50m and lift upto 1.5m. Disposed earth to be levelled and neatly dressed: Ordinary rock |
| 85 | R/4.9Provding laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification inculding spreading in uniform thickness, hand packing, rolling with Three wiheel 80-100 kN static roller in stages to proper grade and camber applying and brooming, crushable screening to fill the interstices of coarse aggregate watering and compacting to the required dencity grading to as per MorRTH specification clause 404 using crusher broken aggregate |
| 86 | (I)WBM Grading 1 (II A) Using Crusher Broken Aggregate |
| 87 | (II)WBM Grading 2 A By Manual Means |
| 88 | Non BSRProvding and laying crushed clay bricks in minimum thickness of 15cm it should be leveled well watered and compacted by roller as directed by engineer and chagre. |
| 89 | Non BSRProvding and laying of approved class top surface of playfield with clay mix with sandy soil and wooden dust in apporved ratio as per available characteristics of blackcotton soil layed with proper grinding screening and compaction by using water |
| 90 | B.1/1.28Surface dressing of the ground including removing vegetation and ineqalities not exceeding 15 cm deep and disposal of rubbish lead up to 50 Mtr. And lift up to 1.5 Mtr. All kinds of soil. |
| 91 | B.1/1.7.1Earth work in excavatio/ by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth 1.5m in width as well as 10 sum on plan) including disposal of excavated each lead up to 50m and lift upto 1.5m. Disposed earth to be levelled and neatly dressed: Ordinary rock |
| 92 | B -1/1.25H/1.3 & 1.3.1 Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. Supply & Stacking good soil of earth at site complete including loading unloading & Transportation etc. Good soil of earth |
| 93 | H / 3.1 &3.1.3 Laying of lawns including ploughing levelingbreaking of clods manuring and removal of stones etc. (cost of manure or extra good earth to be paid separately )maintenance of lawn foe 30 days or more till the grass forms a thick lawns free from weeds and fit for moving in the duration of planting if lawn die some where the contractor will replant it at his own cost in rows 5 cmapart in either direction |
| 94 | Non BSRProvding and Laying Bajri in desired thicknees. It should be leveled well watered and compacted as directed by engineer in chagre. |
| 95 | Non BSRProviding and laying BRICKS in desired thickness. It should be well leveled as directrd by engineer in chagre. |
| 96 | Non BSRProvding and laying of approved class top surface of playfield with clay mix with sanding soil and wooden dust in apporved ratio as per available characteristics of blackcotton soil layed with proper grinding screening and compaction by using water |
| 97 | B-/1.8Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils |
| 98 | B-/3.1.6PCC in foundation :Providing and laying in position cement concrete including curing compaction etc. complete in spcified grade excluding the cost of centering and shuttering all work upto plinth level 1:4:8(1 cement:4 Coarse sand :8 graded stone aggregate 40 mm nominal size). |
| 99 | B-/3.1.4PCC in foundation :Providing and laying in position cement concrete including curing compaction etc. complete in spcified grade excluding the cost of centering and shuttering all work upto plinth level 1:3:6(1 cement:3 Coarse sand :6 graded stone aggregate 20 mm nominal size). |
| 100 | 5.1.1Brick masonry with F.P.S. bricks of class designation 75 infoundation and plinth with bricks |
| 101 | B-57/12.3.2External Plaster : Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished 20 mm thick |
| 102 | B/12.46.1Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 103 | B/12.62Lettering with black Japan paint of approved brand and manufacture. |
| 104 | B/12.67Wall painting with Royal Play paint with various types of designs as approved of approved brand and manufacture to give an even shade including all scaffalding. Two or more coats on New work including preparation of base with primer, putty lippy etc. Complete in all respect |
| 105 | B-/9.36.2Supplying and fixing of chain link fencing with angle ironposts 50x50x6mm placed at every 3 Mtr. apart 30cm in groundembedded in cement concrete 1:3:6 (30x30x45cm) corner andevery tenth post to be strutted with (50 x 50 x 6cm) angle ironprovided and fixed and fitted with posts including earth workin excavation etc. complete with chain link size. 75mm x 15mm x 3.15mm |
| 106 | B-14/14.23.2Dismantling tile work in floors and roofs laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meter lead: For thickness of tiles 25mm to 40mm. |
| 107 | B-1/1.25+H-1/1.3.1Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. Supply & Stacking good earth at site complete including loading unloading & transporation etc. |
| 108 | B-3/3.1.6Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 109 | B-11/11.18.2Kota stone slab flooring 25 mm thick over 20 mm (average) thickbase laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing completewith base of cement mortar 1 : 4 (1 cement : 4 coarse sand) For area of each slab from 2001 to 5000 Sq.Cm |
| 110 | B-11/11.19.1Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete For area of each slab upto 2001Sqcm |
AI Tender Summary
Tender Timeline
Mar 05, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedMar 11, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 12, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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