|
| 1 | DOLAMANDAPA Removal of Old cement plaster from wall including racking out joints etc all complete. |
| 2 | Providing 12 mm thick cement plaster with cement mortar of mix (1:6) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties of all materials with cost of all labour,labour cess, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge. |
| 3 | Finishing wall surface of walls with Cement based wall putty (Water based) of approved make and finished smooth and even surface to receive painting including cost of scaffolding staging charges with cost of all materials taxes, labour T&P etc complete. |
| 4 | Priming one coat with water bound wall cement primer with cost, conveyance, all materials, cost of all labour,labourcess, all T&P etc. required for the work complete in all respect as per the direction of the Engineer-in-charge. |
| 5 | BOUNDARY WALLClearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. |
| 6 | Earthwork in excavation in foundation in all kinds of soil including hard muroom,stoney earth mixed with boulders with all leads and lifts including dressing and levelling the bed and depositing the excavated earth at places away from work site with all leads and lifts including cost of all labour and tools & plants and dewatering if required for the work etc.complete asper the direction of the Engineer-in-charge. |
| 7 | Supplying and filling in foundation trenches and plinth with sand well watered and rammed in layers not exceeding 23cm in depth with all lead and lift including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as directed by the Engineer-in-Charge. |
| 8 | Providing and laying plain cement concrete of proportion (1:3:6) in foundation and floors with 4 cm. size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality and from approved quarry, washed and cleaned including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm. thick in each layer including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P required for the work including shoring, shuttering and dewatering if required including hire & running charges of all machineries required for the work etc complete as per the direction of the Engineer -in -charge. |
| 9 | Fly ash Brick masonary in Foundation & Plinth in C.M. (1:6) including all cost etc. complete. |
| 10 | R.C.C work of M-20 grade using 20mm and down sizegraded hard granite crusher broken chips of approved quality and from approved quarry including mixing, hoisting, lowering,laying, compacting concrete in layers of specific thickness conforming to technical terms &condition of M-20 grade concrete including cetering, shuttering, and finished the exposed surface smooth providing beads where necessary including watering,curing with all cost, conveyeance, royality, taxes of all materials,all labour charges tool&plant articles required for the work etc. complete as per the specification and direction of the Engineer-in-charge. Column Base |
| 11 | Column |
| 12 | Grade Beam |
| 13 | Straightening, bentup or coiled rod cutting, bending, cracking, hooking, welding or jointing( if required).the tor rod and binding wire laying the reinforcement and placing in proper position as required for R.C.C work providing fanhooks when necessary including cost conveyance, royality, taxes of M.S or Tor steel and binding wire 18 to20 gauge and cost of all labour,tool & plant required for the work as per the specification and direction of the Engineer-in-charge. |
| 14 | K.B.Brick masonary in Foundation & Plinth in C.M. (1:6) including all cost etc. complete. |
| 15 | 12mm thick cement plaster to uneven surface Building outside of Brick walls in cement mortar (1:6) finished smooth to brick wall after racking out the joints including cost conveyance, royality, of all materials and all labour tool & plant required for the work and including watering, curing, finishing. etc complete as per the direction of the Engineer-in-charge. |
| 16 | Providing 16 mm. thick cement plaster in all floors at all height with cement mortar of mix (1:6) and finished smooth to the rough surface of brick masonry walls after racking out joints including watering and curing rounding of corners etc. complete with cost, conveyance, royalties and taxes of all materials, cost of all labour, T&P, sundries and scaffolding required for the work etc. complete in all respect with providing grooves as directed by the Engineer in charge. |
| 17 | Painting two coat of wether coat with 1coat of primer any approved shade of including all cost as perdirection of E.I.C. |
| 18 | Providing ,fitting,and fixing of MS Grill made out of M.S flats squarebars as per drawing and as per design fixed in poisition to proper plumb , including a coat of priming with approved quality metallic primer, materials including cost, conveyance, taxes complete in all respect as per direction of E.I.C. |
| 19 | Painting Synthetic Enamel paint 2coats with 1coat of Primer to Iron wok with any approved shade . |
| 20 | PAVER ROAD Earth work in excavation in hard soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer-in-charge |
| 21 | Construction of granular sub-base by providing Gr.-VI material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller. |
| 22 | Providing and filling sand with good river course sand and well-watered & rammed etc. complete as per the direction of Engineer-in-charge. |
| 23 | Providing & laying plain cement concrete (1:3:6) using 4cm size metal etc. complete including all labour, materials & royality …….etc. complete as per direction of EIC. |
| 24 | Providing of 80 mm thick factory made cement concrete interlocking paver block of M-35 grade and approved make,varity colour and size made by block making machine with strong vibratory compection of approved design and shape ,laid in required colour and pattern over 50mm thick compected bed of coarse sand ,filling the joints with fine sand etc,all T&P etc complete as per direction of Engineer- in-charge. |
| 25 | PONDEarth work in excavation of slushy soil in water upto 0.60m in water by Manually means in over areas excluding dewatering of wherever required, including all lifts, including getting out the excavated soil and disposal of surplus excavated soil as directed within all lead and lift including cost of all labours/ equipments , taxes, sundries and T&P etc all complete as per the direction of Engineer-in-charge. (Measurement be taken in level section only ). (Area From Drawing) |
| 26 | Earthwork in all ordinary soil including all cost etc within initial leads and lifts complete. |
| 27 | Supplying and filling with sand in foundation and plinth in layers not exceeding 20 cm in depth, well watered and compacted , top surface dressed and levelled to proper level and gradient including cost of all materials, conveyance, taxes, royalties, loading, unloading, cost of all labour, T&P, etc. all complete as per the direction of Engineer-in-Charge. |
| 28 | Providing and lying plain cement concrete of proportion (1:4:8) in foundation and floor using cement,4 cm. size black hard crusher broken granite stone metal, screened and washed sharp sand for mortar of approved quality from approved quarry, including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm. thick in each layer including cost, conveyance, loading, unloading, royalties and taxes all materials and cost all labours, sundries, T&P required for the work including shoring, shuttering and dewatering, hire & running charges of water pump complete if required as per the instruction of the Engineer -in -charge. |
| 29 | Providing, lifting, hoisting and laying in position machine batched , machine mixed and machine vibrated design mix cement concrete of M-20 Including the cost of Centering and Shuttering grade in reinforced cement concrete structural elements using black hard crusher broken granite chips of approved quality from approved quarry including mixing and compacting to proper shape and size, level and plumbs and finishing the exposed surfaces smooth including the cost of all materials, cost of labour, conveyance,loading, unloading, royalties, watering and curing for the required period, T&P , hire & running charges of concrete mixer and vibrator, cost of Admixtures in recommended proportions ( as per IS 9103 ) to accelerate, retard setting of concrete, improve workability without impairing strength and durability etc. complete as per the direction of the Engineer-in-charge but excluding the cost of steel reinforcement. |
| 30 | Cutting,bending, binding of HYSD (Fe-415) Steel including all cost , cost of carriage etc. complete. |
| 31 | Providing Fly-Ash bricks masonry work in Super Structure using Fly-Ash bricks confirming to IS 12894 and IS 2212 in cement mortar (1:6) affter immersing the bricks for minimum 6 hours in water before use, with all necessary projections, splays cutting, circular moulding, corbelling, etc. as per the drawings including the cost of all materials, cost of all labour, conveyance, royalties, loading, unloading, scaffolding, staging, watering and curing, sundries, T&P, etc. complete as per the direction of the Engineer-in-charge. |
| 32 | 16mm thick in C.M.(1:6) over brick masonary to the smooth surface including all costs etc. complete. |
| 33 | Filling foundation and plinth with Excaveted Materials well watered and rammed including all costs etc complete. |
| 34 | Providing and fixing Dewatering Discel pump having discharge 40cum/hour including cost of operator, helper , maintenace of pump, shifting location, fuel cost etc as per direction of engineer in charge. |
| 35 | Earth work in ordinary soil in filling within 5Km lead with mechanical means including rough dressing and breaking clods to maximum 5Cm to 7Cm and laying in layers not exceeding 0.30M in depth including cost, conveyance & royality of all labour, T&P etc.complete as directed by Engineer-in-charge. |
| 36 | Supplying, fitting and fixing of Stainless steel of 304 grade in hand railing using 50mm dia of 2mm thick circular pipe with Balustrade of size 32mm x 32mm x 2mm @ 0.90mtr. C/C and stainless square pipe bracing of size 32mm x 32mm x 2mm in 3 rows in stair case as per approved design and specification, buffing, polishing etc with cost, conveyance, taxes of all materials, labour, T&P etc. required for the complete in all respect. |
| 37 | Providing and fixing Cast iron ornamental benches including cost all materials, conveyance , royalties and taxes , loading and unloading cost of all labour,sundries, T&P etc.complete |
| 38 | GREEN AREA & CONCRETE AREATurfing the ground with complete turf grass as per approved drawing & Technical specifications and as per clause-307 of MoRTH specification for road & bridge works (5th Revision) including cost, conveyance, royalty & other taxes of materials, cost of labour, T&P etc. complete. |
| 39 | Earth work in excavation in hard soil in foundation of structures as per approved drawing and technical specifications as per clause 304 of MoSRT&H specifications for road and bridge works (5th Revision). |
| 40 | Filling foundation and plinth with sand well watered and rammed including all costs etc complete. |
| 41 | Construction of dry lean cement concrete sub-base over a prepare sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceed 15.:1, aggregate gradation after blending to be as per Table 600.1, cement content not to be less than 280kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver and compacting with vibratory roller, finishing and curing as per clause 601 of MOSRT&H Specifications for Road & Bridges work (4th Revision) |
| 42 | Providing cement concrete pavement of using cement not less than 400kg/cum of concrete as per approved drawing and design adopting and guided semi mechanism method as per clause 602 of MoSRT&H specification for road and bridge works (4th Revision). |
| 43 | LightingSupply of Elegant look Anchor by Panasonic make 80 W AIO LED Solar Street lights having extruded alluminium housing, 200Wp or more Mono Crystalline Panel/Laminates fixed on the top of the luminaire housing, maintenance free 12.8 volts 96 Ah or more LiFePO4 battery(BIS certified) , BMS, MPPT charge controller, PIR sensor to provide 2 days (24 hrs ) back up . The luminaire is having IP 65 protection for critical components, IK 08 and having lumen output of > 12000 lumen and having minimum lumen efficacy >150 lm/w) as per LM 79 report third party NABL lab to justify the lumen output & lumen efficacy . Lenses should be provided on the LED chip for better lighting dstribution to avoid glare on human eyes. Both the luminaire and Mono Crystalline Panel must be manufactured in India. The Solar lighting company must submit the third party NABL lab reports to justify the luen efficacy,luminaire output , IK 08 and IP 65 protection ( In house NABL lab reports will not be acceptable). The Luminaire should be supplied along with adjustable type mounting bracket which can be fitted directly on the pole. The Solar Street light and solar panel having capacity of 200 Wp or more must be designed to take the wind load at 180 KM/HR wind speed (As per wind load test report ) . The Solar lighting companies should submit the lighting design report prepared by their in house lighting design for achieveing lux level of 40 lux if required as per the direction of engineer in charge .The Solar lighting manufacturer must submit the declaration letter by mentioning that complete solar light and the solar panel are manufactured in India ( Made in China product are not acceptable) and warranty certificate on their company's letterhead by mentioning warranty period as 5 years and necessary aftersales ervice will be provided through their tollfree base service network located within 100 KM from the project site. The Solar Street light manufacturer should have own NABL accredieted laborotory. The following test reports must be submitted for the technical acceptance of the products.1.LM 79 REPORT (Third party NABL lab only) , 2. IK 08 (Report of Third party NABL lab only for any wattage of AIO solar light ) , 3. IP 65 (Report of Third party NABL lab only .The AIO solar street light must complies to the following :1. EN50530 – MPPT Efficiency , 2.. IEC61547 , 3. IEC61000-3-2 – EMC , 4. IEC 60598-2-3 ,5. IEC 62109-1, 6 Wind load test report of AIO Street light having 200 Wp or more capacity Solar Mono Panel suitable for 180 KM/Hr wind Speed. ( The necessary test reports of third party NABL lab against the above must be submitted for any wattage of AIO Solar street lights for acceptance of product/TDS approval prior to start of the work. All the test reports must be in the name of solar lighting company )Make- (Philips/Panasonic/Wipro only ) |
| 44 | Supply of 8 mtr long hot dip galvanized Octagonal pole having base dia of 175 mm and top dia of 70 mm and plate thick ness of 3 mm or more. complete with base plate and 4 nos. Jtype En 8 grade foundation bolts to withstand 180 KM / HR or more wind speed considering the weight & dimension of 1 nos 80 W AIO Solar light to be fitted in the pole at two diffrent heights ( One light on Pole Top and second light on the differential bracket)(Make - Bajaj/Vakrangee/Valmont/BPP) |
| 45 | Construction of RCC foundation by using M20 grade RCC and Fe 415 grade reinforcement in the foundation by considering the SBC as 10 T per sq mtr and fixing the 4 nos. fdn bolts in that foundation for installation of pole with Solar light on that foundation. The work shall be excuted as per the direction of EIC. |
| 46 | Installation of 8 mtr pole on the adaptor plate after fixing the 80 W AIO Light in the pole by using suitable machinery by taking all safety precautions as per the direction of EIC. (make- as approved by PWD Odisha) |
| 47 | Solar avik LED Light |
| 48 | 12v outdoor Landscape Lighting 3w Led Underwater Pond Light In Black Finish Bpl500led |
| 49 | Biling Solar Pond Spotlights Please Enable Macros to View BoQ information |
