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| 1 | EARTHWORK EXCAVATION for foundation in all soils and sub soils and to full depth as may be directed except in rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of not more than 15cm thick, well rammed and consolidated and depositing the surplus earth within the compound in places shown by the departmental officers with initial lead and lift etc.,including levelling the sites complete complying with standard specifications and as directed. (Hard Soil ) |
| 2 | Second depth of 2m From 2m to 4 m below GL |
| 3 | Supplying and filling in foundation and basement and trenches with FILLING SAND in layers of not more than 15cm thick, well watered,rammed and consolidated complying with standard specification etc.,complete. |
| 4 | CEMENT CONCRETE 1:4:8 mix using 40mm gauge hand broken hard granite stone jelly for FOUNDATION including dewatering if found necessary and laid in layers of not more than 15cm thick, well rammed etc., complete complying with standard specification. |
| 5 | Reinforced Cement Concrete Mix M30 grade using 10mm & 20mm Hard blue granite Broken stone (machine crushed) excluding the cost of RTS rods for reinforcement and centering, strutting, shuttering but including cost of all materials mixing, laying, Vibrating the concrete with mechanical vibrators, ramming, consolidating, finishing and curing etc., Complete. |
| 6 | 0m to 1.50m below GL |
| 7 | 0m to 4.50m above GL |
| 8 | 4.50 m to 7.32 m above GL |
| 9 | 7.32 m to 10.98 m above GL |
| 10 | 10.98 m to 14.64 m above GL |
| 11 | 14.64 m to 18.30 m above GL |
| 12 | Supply and erection of steel centering, shuttering for soffits and sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG10 stiffened with MS angle of size 25 X 25 X 3 mm for boarding laid over I type MS Truss of size 25 X 25 X 3mm about 90cm c/c and supported by 40mm GI pipes (Medium) spaced at 75cm c/c etc complete. |
| 13 | From GL to 3.30m |
| 14 | From 5.30m to 6.30m above GL |
| 15 | From 8.30m to 9.30m above GL |
| 16 | From 11.30m to 12.30m |
| 17 | Square Column Below GL and upto 3.30m above GL |
| 18 | 3.31m to 4.30m ht |
| 19 | 4.31m to 5.30m ht |
| 20 | 5.31m to 6.30m ht |
| 21 | 6.31m to 7.30m ht |
| 22 | 7.31m to 8.30m ht |
| 23 | 8.31m to 9.30m ht |
| 24 | 9.31m to 10.30m ht |
| 25 | 10.31m to 11.30m ht |
| 26 | 11.31m to 12.30m ht |
| 27 | 11.30m to 12.30m |
| 28 | 12.30m to 13.30m |
| 29 | 13.30m to 14.30m |
| 30 | 14.30m to 15.30m |
| 31 | Supplying, cutting, bending, tying, fabricating and placing in position of steel rods for all RCC works including cost of steel and binding wire etc.( The steel should conform to the relevant ISspecification and supplied with test certificate Fe. 415 grade as per IS specification No.1786/1985 and as amended from time to time) delivery at site of work including loading, freight, unloading, stacking, transit insurance charges, taxes etc. complete. |
| 32 | Exterier Emulsion painting two coats with approved emulsion paint including cost and conveyance of all materials to and all labour charges etc.complete for 10 sqm |
| 33 | Fabrication, supply, delivery and fixing of outside MS Ladder of 45cm clear wide made out of 50 mm x 50mm x 6mm MS angle for both sides and for steps at 30cm C/C welded jointed etc ., for I staging from GL to 1st level brace (weight 4.5kg/m) IInd and IIIrd staging upto floor slab and IVth staging from floor slab to roof top. Supply, delivery and fixing of 32 mm GI pipes medium for hand rails from I stage to IVth stage. RCC M30 Grade mix for Landing slab 5 nos. at Ground Level- 1No. and above Ground Level - 4Nos. Supply and fixing of 32mm GI pipe medium for hand rails for the Landing slab. Supplying and fixing of MS Base plate of 100mm X 100mm X 6mm thick for fixing Anchore fastener bolt for fixing of hand rails at Landing slab and MS Ladder providing locking arrangements with two coats of approved enamel paint over one coat of red oxide paint as per approved Type Design. |
| 34 | Providing and fixing of RCC inner access ladder in RCC 1:11/2 :3 (one cement,one and half sand and three aggregate) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centring,shuttering charges, mixing concrete,curing etc. to required height and clear width of 45 cm consisting of 2 nos. of vertical post of 10 cm x 15 cm and step slab of 25mm x 25mm etc.complete .. |
| 35 | Providing 110mm PVC vent cowl arrangements mosquito proof nylon net. |
| 36 | Supply and fixing of cut stone of size 0.30m x 0.30m x 0.15m in CM 1;3(one cement and three sand) below inlet pipe for Service Reservoir. |
| 37 | Providing manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges . |
| 38 | Writing Name of the Work and Scheme details on side wall of OHT. |
| 39 | 65mm GI pipes for inlet connection |
| 40 | 65mm GI pipes for over flow & rain water harvesting pipe |
| 41 | 50mm GI pipes for scour pipe |
| 42 | 65mm GI pipe for delivery pipe |
| 43 | 90mm PVC Threaded coupler |
| 44 | 63mm PVC Threaded coupler |
| 45 | 65mm dia GI Tee |
| 46 | 65mm dia GI coupler |
| 47 | 65mm dia GI Union |
| 48 | 65mm GI Elbow |
| 49 | 65mm GI union |
| 50 | 65mm GI Elbow |
| 51 | 65x50mm GI reducer |
| 52 | 65mm GM gate valve |
| 53 | 50mm GM gate valve |
| 54 | 50mm GI Coupler |
| 55 | 63mm PVC Elbow |
| 56 | 65 GI Flange set |
| 57 | 50 GI Flange set |
| 58 | 63 mm PVC 4Ksc Pipe |
| 59 | Refilling the foundation with excavated earth including consolidation. |
| 60 | Labour charges for GI pipe connection to the OHT, for inlet, outlet, overflow and scour arrangements including cutting and threading, earth work excavation & refilling. |
| 61 | Providing Hand rails over the Roof slab by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixied with 12mm dia Fastner Bolt 75mm long. |
| 62 | Providing Hand rails over the Standing Platform by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixied with 12mm dia Fastner Bolt 75mm long. |
| 63 | EARTHWORK EXCAVATION for foundation in all soils and sub soils and to full depth as may be directed except in rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of not more than 15cm thick, well rammed and consolidated and depositing the surplus earth within the compound in places shown by the departmental officers with initial lead and lift etc.,including levelling the sites complete complying with standard specifications and as directed. |
| 64 | Supplying and filling in foundation, basement, etc with filling M.Sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. |
| 65 | Plain Cement Concrete 1:2:4 (one cement, two M.Sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers. |
| 66 | Plastering with Cement Mortar 1:4 (One Cement and Three P.Sand) 20mm thick mixed with water proofing compound conforming to BIS at 2% by weight of cement used including finsihing, curing, etc., complete in all floors complying with standard specification and as directed by the departmental officers. |
| 67 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) |
| 68 | Provision for Pumping Main Pipe Line |
| 69 | GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column \\"BB\\" for all works in this package} Please Enable Macros to View BoQ information |
