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| 1 | Earth work excavation for foundation and depositing on bank for refilling within an initial lead of 10.00 m and an initial lift of 2.00 in hard stiff clay. Stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil and except hard rock requiring blasting including shoring, strutting, bailing water wherever necessary and all other incidental charges etc., complete as directed by departmental officers as per S.S.20B -for 1 st depth |
| 2 | Earth work excavation for foundation and depositing on bank for refilling within an initial lead of 10.00 m and an initial lift of 2.00 in hard stiff clay. Stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil and except hard rock requiring blasting including shoring, strutting, bailing water wherever necessary and all other incidental charges etc., complete as directed by departmental officers as per S.S.20B -for 2nd depth |
| 3 | Supplying and filling with M-Sand from approved quarry layers not more than 15 cmincluding cost and conveyance of all materials and all labour charges for filling, watering & consolidation etc., complete as per standard specification 24 &25 NBC Part VI (S2) 8 28 V,VI S25 |
| 4 | Plain Cement Concrete 1:4:8 mix, (one part of cement, four part of sand andeight part of aggregate) mix using 40mm ISS HBG metal from approved Quarry including cost and conveyance of all materials and all labour charges for mixing, laying, compacting and curing the concrete and other incidental charges etc., complete.as per standard specification 28 V,VI S25 |
| 5 | Providing and laying in position Standardised Concrete Mix M-20 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 cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone Sand (M- Sand), but excluding cost of reinforcement grill and fabricating charges centering and shuttering but 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 cost etc., complete complying with standard specification and as directed by the departmental officers - |
| 6 | 0m TO 1.5 below GL |
| 7 | 1.5m TO 4.5 below GL |
| 8 | 1.5m TO 4.5 Above GL |
| 9 | 4.5m TO 7.32 Above GL |
| 10 | 7.33m TO 10.98 Above GL |
| 11 | 10.98m TO 14.64 Above GL |
| 12 | 14.68m TO 18.63 Above GL |
| 13 | From 18.30 m to 21.96 m above GL |
| 14 | Supply and erection of steel centering, shuttering for soffits and sides including necessary support strutting for all RCC works using MS sheets of suitable size of BG 10 stiffened with MS angle of size 25x25x3mm for boarding laid over Silver Oak joists of size 10cmx6.5cm space at 10cm c/cand supported by Casurino Prop 10cm-13cm spaced at 75cm c/c etc., complete and as directed by Departmental Officers. |
| 15 | Steel centering for 0 to 3.30 m (Plane surface) |
| 16 | Steel centering plane surface 3.30 m to 4.30m |
| 17 | Steel centering plane surface 6.30 m to 7.30m |
| 18 | Steel centering plane surface 11.30 m to 12.30m |
| 19 | square column |
| 20 | Steel centering square column 0 m to 3.30m |
| 21 | Steel centering square column 3.30 m to 4.30m |
| 22 | Steel centering square column 4.30 m to 5.30m |
| 23 | Steel centering square column 5.30 m to 6.30m |
| 24 | Steel centering square column 6.30 m to 7.30m |
| 25 | Steel centering square column 7.30 m to 8.30m |
| 26 | Steel centering square column 8.30 m to 9.30m |
| 27 | Steel centering square column 9.30 m to 10.30m |
| 28 | Steel centering square column 10.30 m to 11.30m |
| 29 | Steel centering square column 11.30 m to 12.30m |
| 30 | Steel centering square column 12.30 m to 13.30m |
| 31 | Steel centering square column 13.30 m to 14.30m |
| 32 | Steel centering square column 14.30 m to 15.30m |
| 33 | Curved surface |
| 34 | Steel centering up to I LL Curved surface 0 m to 3.30m |
| 35 | Round column |
| 36 | Steel centering Round column 0 m to 3.30m |
| 37 | Steel centering Round column 3.30 m to 4.30m |
| 38 | Steel centering Round column 4.30 m to 5.30m |
| 39 | Steel centering Round column 5.30 m to 6.30m |
| 40 | Steel centering Round column 6.30 m to 7.30m |
| 41 | Steel centering Round column 7.30 m to 8.30m |
| 42 | Steel centering Round column 8.30 m to 9.30m |
| 43 | Steel centering Round column 9.30 m to 10.30m |
| 44 | Steel centering Round column 10.30 m to 11.30m |
| 45 | Steel centering Round column 11.30 m to 12.30m |
| 46 | Steel centering Round column 12.30 m to 13.30m |
| 47 | Steel centering Round column 13.30 m to 14.30m |
| 48 | Steel centering Round column 14.30 m to 15.30m |
| 49 | Steel centering Round column 15.30 m to 16.30m |
| 50 | Steel centering Round column 16.30 m to 17.30m |
| 51 | Steel centering Round column 17.30 m to 18.30m |
| 52 | Supply and fabrication of steel using TMT rodsfor all Reinforced cement concreteworks including cost and conveyance of all materials and all labour charges for cutting, bending and placing the rod in position and tying up the rods with binding wire and other incidental charges etc., complete.as per standard specification SS 86 & 86A V,VI, VII (S6) 7,3 |
| 53 | Painting two coats with Emulsion paint of approved colour and quality including cost andconveyance of all materials and labour chargesand other incidental charges to site etc., complete.as per standard specification |
| 54 | Refilling the foundation with excavated soil (other than sand) including cost and conveyance of all materials and labour charges to siteand other incidental charges etc., complete as per standard specification |
| 55 | 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 lockingarrangements with two coats of approved enamel paint over one coat of red oxide paint as per approved Type Design and as directed by TWAD board officers.(TWAD SOR P.No-64,Item No-19.0) |
| 56 | Providing and fixing of RCC inner access ladder in Rcc 1:1.5:3 mix using 20mm metal for OHT includding cost of reinforment placing grill in position centering shutting |
| 57 | RCCjolly hand rails |
| 58 | Plastering with cement mortar 1:4 using 12mm thick over the cement concrete for inner &outer wallfinish including Scaffolding pipe and curing etc complete |
| 59 | Providing manhole cover of size 0.60 x 0.60m in RCC 1:1.5:3 with sutable reinforcement 50x50x6mm MS angle fixed along edges and as per departmental officers |
| 60 | Add GST 18% |
