|
| 1 | Earth work excavation and depositing on bank with initial lead 10m and lift of 2.0m in all soils such as Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney earth etc. complete as per SS 20B for 1st depth |
| 2 | Earth work excavation and depositing on bank with initial lead 10m and lift of 2.0m in all soils such as Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney earth etc. complete as per SS 20B For 2nd depth |
| 3 | 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. |
| 4 | Cement Concrete 1:4:8 (One Cement, Four M.Sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification |
| 5 | Providing and laying in position, Standardised Concrete Mix M-30 Grade in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cementcontent of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m\") 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). |
| 6 | Below G.L upto 1.50m depth |
| 7 | Above G.L upto 4.50m height |
| 8 | 4.50m to 7.32m from G.L |
| 9 | 7.32m to 10.98m from G.L |
| 10 | Above 10.98m to 14.64m ht., |
| 11 | Above 14.64m to 18.30m ht., |
| 12 | 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) Plane surface Below GL&Upto 3.30m ht. AGL |
| 13 | FROM FLOOR 3.30 TO 4.30 M |
| 14 | From 7.30m-8.30m ht. |
| 15 | From11.30m to 12.30m ht. |
| 16 | Curved Surface 0-3.3m height |
| 17 | 11.30m to 12.30m from floor level |
| 18 | Square column Below G.L. & upto 3.30m ht. |
| 19 | From 3.3-4.3m height |
| 20 | From 4.3-5.3m height |
| 21 | From 5.30m to 6.30m ht., |
| 22 | From 6.30m to 7.30m ht., |
| 23 | From 7.30m to 8.30m ht., |
| 24 | From 8.30m to 9.30m ht., |
| 25 | From 9.30m to 10.30m ht., |
| 26 | From 10.30m to 11.30m ht., |
| 27 | From 11.30m to 12.30m ht., |
| 28 | Circular column Below G.L. & upto 3.30m ht. |
| 29 | From 3.3-4.3m height |
| 30 | From 4.3-5.3m height |
| 31 | From 5.30m to 6.30m ht., |
| 32 | From 6.30m to 7.30m ht., |
| 33 | From 7.30m to 8.30m ht., |
| 34 | From 8.30m to 9.30m ht., |
| 35 | From 9.30m to 10.30m ht., |
| 36 | From 10.30m to 11.30m ht., |
| 37 | Supplying, fabricating and placing in position of MS & HSD grills for reinforcement for various members including cost of steel for all RCC works as directed by the Officers. |
| 38 | Painting two coats of newly plastered wall surface with ready mixed Plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification. |
| 39 | Supply,delivery, fabrication and fixing of MS Ladder of 45cm clear wide made out of 50x50x6mm Msangles using 16mm dia MS bars at 30cm c/c as steps for 100000 litres S.R. 12M staging as per type design and as directed by the Departmental Officers Officers. |
| 40 | Supply and fixing in position of enamelled water level indicator with all accessories of approved pattern and design as directed by Higher officers. TWAD SOR WD - M1383 |
| 41 | Supplying and fixing in position CI manhole covers with CI frames (Heavy duty) of size 60cm x 60cm of best approved quality as per standard specification etc., complete compying with standard specifications |
| 42 | Providing and fixing of RCC inner access ladder in M30 concrete for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc., complete and as directed by the Departmental Officers Officers. |
| 43 | Refilling the foundation with excavated earth including all labour charges etc. complete. |
| 44 | Supply and delivery of CI Surface box as per spcification |
| 45 | Supply and delivery of 90 mm dia 6 KSC PVC pipe |
| 46 | Earth work excavation with an initial lead and lift in hard stiff clay, black cotton, hard red earth, sub murram gravel, stone and earth mixed boulders as per SS20B. |
| 47 | Refilling excavated earth including all Labour charges |
| 48 | Laying of PVC rigid pipes with lead of 200m lowering into trench, laying in proper grade, alignment, jointing PVC coupler with specials and tested to the required pressure including conveyance of water upto 1km lead during the testing. |
| 49 | Supply and delivery of CI pipes and specials for OHT connection 100mm GI Pipe |
| 50 | 100mm GI 90º Bend - |
| 51 | 100 mm GM GATE VALUE Please Enable Macros to View BoQ information |
