MLACDS 2025 -2026

Amount

Earth Work Excavation for foundation in all types of soils and sub soils to full depth (such as Soils in Rock / Silt / Light Black Cotton Soil / Ordinary Soil ) except in rock requiring blasting but inclusive of shoring, shuttering and bailing out water wherever necessary and refilling the sides of foundation with excavated earth other than sand in layers of 150 mm thick well rammed and consolidated, depositing the surplus earth in places shown by the Departmental Officers with initial lead of 10 m and initial lift of 2 m. Complete as per TNDSS 23 & 24, V, VI (S2), VII, 9,10 I depth of 2m

SDR II In hard stiff clay, stiff balck cotton, hard red earth, shales, murams, gravely stoney earth and earth mixed with small sixed boulders and hard gravelly soil

Earth Work Excavation for foundation in all types of soils and sub soils to full depth (such as Soils in Rock / Silt / Light Black Cotton Soil / Ordinary Soil ) except in rock requiring blasting but inclusive of shoring, shuttering and bailing out water wherever necessary and refilling the sides of foundation with excavated earth other than sand in layers of 150 mm thick well rammed and consolidated, depositing the surplus earth in places shown by the Departmental Officers with initial lead of 10 m and initial lift of 2 m. Complete TWAD SOR Page No ; 192

Plain Cement Concrete of mix 1 : 4 : 8 (One pat of Cement four part of sand eightpart of aggregates) using 40mm gauge hard broken including cost conveyance of all materials to site including formwork and centering labour charges, transporting and placing in position including shoring, strutting, forming protective bunds, cofferdams bailing out of water labour for mixing compacting, finishing and curing, working at depths, tools and plants and incidental charges such as sheeting, shoring and bracing and their subsequent removal etc., complete as per standard specification. TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII

Providing and laying in position Standardised Concrete Mix M-25 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 350Kg/ 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 - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS standards. Column footing below 1.50m

Column upto Plith or Tie Beam

Column 0.00 mt to Tie beam + 4.00 mt level

Column above 4.00m to Tie beam +8.00 mt level

Column above 8.00m to Tie beam +11.20 mt level below the slab bottom

Reinforced Cement concrete M30 gradedesign mix for the follwing items. The rate excluding cost of TMT rod, centering , struuting but including cost of mixing placing the concrete in postion vibrating cosolidating finishing and curing the concrete etc complete complying the standard specifications.for Bottom slab, Side wall and Cover Slab

Supplying and errecting centering to sides and soffits including supports and strutting for drainage sides and culvert body wall sides using 90cm x 60cm and B.G 10 stifened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over( silver oak joists ) of size 10cm x 6.50cm spread at about 90cm including all labour charges and cost and conveyance of all materials to site etc. complete complying with standard specification. TNDSS NO: 30&86 Below ground Level

60000 lit OHT

RCC Tie Beam at 0.00 level

For Square Column above 0.000m to 4.0 ht from GL

RCC Tie Beam at 4.00M level

Square Column Square Column above 4.00m to 5.00M level ht from GL

Column above 5.00m to 6.00M

Column above 6.00m to7M

Column above 7.00m to 8M

RCC Tie Beam at 8.00m level

Square Column Column above 8.00m to 9 MT

Column above 9.00m to 10 MT

Column above 10.00m to 11.00 MT

Column above 11.00m to 11.20 MT

Top haunch

Curved Surfaces OHT above 10.92 MT

Roof Cover Slab

Supplying fabricating and placing in position of steel rods using TMT Steel rod including cost of binding wire, cost of labour charges for fabrication and placing in position etc. Complete. Complying with std. specifications. TNDSS NO: 86

Supplying and Painting the walls with Two Coats Weather sealed Exterior emulsion Paint as instructed by the departmrntal officers including Preparation of surface curing, etc complete in all floorscomplying with standard specification. ( The Colour and shade of the paint shall be got approved by the departmental officers.)

Provision for pipe connection arrangements for inlet outlet, scour and overflow etc., including cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality enamel paint etc., complete as detailed below. 60000 Litre OHT 65mm Φ GI pipes for inlet connection TWAD SOR Page No : 27 WD-M0490

65mm Φ GI pipes for Over Flow and Rain Water Harvesting Pipe Page No : 27 WD-M0490

65mm Φ GI pipes for Scour Pipe Page No : 27 WD-M0490

65mm Φ GI pipes for Delivery pipe Page No : 27 WD-M0490

90mm Φ PVC Threaded Coupler TWAD SOR Page No : 10 WD M 106

65mm Φ GI PVC Threaded Coupler TWAD SOR Page No : 10 WD M 106

65mm Φ GI Tee TWAD SOR Page No : 32 WD M 0595

65mm Φ GI 90°Bend TWAD SOR Page No : 32 WD M 0602

65mm Φ GI Coupler TWAD SOR Page No : 32 WD M 0596

65mm Φ GI Union TWAD SOR Page No : 32

65mm Φ GI Elbow TWAD SOR Page No : 32 WD M 0594

65 x 50mm Φ GI Reducer TWAD SOR Page No : 29 WD-M0532

75 x 50mm PVC Reducer TWAD SOR Page No : 8 WD-M0078

75mm PVC Threaded Coupler TWAD SOR Page No : 8 WD-M0056

90 x 75mm PVC Reducer TWAD SOR Page No : 8 WD-M0080

65mm Φ GM Gate Valve TWAD SOR Page No : 33 WD-M0618

50mm Φ GM Gate Valve TWAD SOR Page No : 33 WD-M0618

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 and as directed by Departmental officers TWAD SOR Page No : 92 WD-M1477

Supply , delivery and fixing in position of CI man hole cover and frame of size 75x75 cm on roof slab and as directed by the Departmental Officers, The manhole frame and cover should be of light duty and conforming to IS 1726/1974

Providing Reinforced cement concrete 1:1:5:3 ( one part of cement :one point five part of sand: Three paart of Coarse Aggregate) using 20 mm HBGS for RCC Handrails of 0.75 m height over the top of roof slab of approved pattern and design including the cost of reinforcement, centering, precasting, finishing

Refilling the foundation for service reservior with excavated earth (over than sand ) in layers of 15 cm thick well rammed, watering and consolidating etc., complete complying with standard specification as directed Officers

RCC 1:1:5:3 (One Part of cement one and halfpart of sand and three part of 20mm size HBG stone) for the RCC inside ladder for 60000 and Sumplitres OHT including the cost of reinforcement fabricating centering and shuttering,cost of mixing placing of concrete vibrating curing, finishing etc., complete

Supplying and delivery of 65mm dia G.I. Pipe, 90m and 63 mm 6 KSC PVC Pipes of approved quality and best varity including cost and coneveyence to site and loading , unloading and trasporting of pipes omplete complying with standard specification as directed Officers TWAD SOR page No ; 5 WD M 0012 65mm dia G.I. Pip WD M 0012 TWAD SOR Page No : 29 WD-M0532

90mm dia 6KSC PVC pipe TWAD SOR page No ; 5 WD M 0012

Lowering the G.I. and PVC Pipes in thr trenches and laying to proper Grade and alignment omplete complying with standard specification as directed Officers GI \TWAD SOR page No ; 161 PVC, \TWAD SOR page No ; 171 65mm dia G.I. Pipe WD W 0.261

90mm dia 6KSC PVC pipe WD M 0425

J V AND CO (BID ID -1473996)