MLA FUND 2024-2025

Amount

Earth work 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 and strutting and balling out water wherever necessary refilling the sides of foundation with excavated earth in layers of not more than 15cm thick well rammed and consolidated depositing the surplus earth within the compound with an initial lead of 10cm and lift of 2m in places shown by the departmental officers clearing and levelling the site etc., complete complying with standard specification

a) First depth of 2m

b) Second depth of 1m

Supplying and filling in foundation and basement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification.

Plain Cement concrete 1:4:8 (one cement four sand and eight Coarse aggregate) using 40mm hard broken granite Metal for foundation including dewatering if found necessary and laid in layers of not more than 15cm thick well rammed and consolidated complying with standard specification.

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 - .

1.5m to 4.5m below G.L.

0m to 1.50m below G.L.

0m to 4.5m from G.L.

4.5m to 7.32m from GL

7.33m to 10.98m from GL

Supplying and eracting centering for sides and soffits including supports and strutting upto 3.00m height for plane surface such as RCC Slab, Rectangular Beams, Tee (or) ELL Beams, Lintel Bed Block, Slbs, Landing Slabs, Beams Canopy, Side Slab (or) Square (or) Round columns etc., as detailed below with all cross branchings using M.S. Sheets of size 80cm x 60cm and B.G. 10 stiffended with welded M.S. Angles of size 25 x 25 x 3mm for boarding laid over silver oak or country wood joints of 10cm to 30cm to dia spaced at 75cm c/c etc., complete complying with standard specifications as directed by departmental officers etc., complete.

A) PLANE SURFACE

a) Below G.L.

b) G.L. to 3.30m

B) CURVED SURFACE

C) SQUARE COLUMN

a) Beow G.L.

Painting the new walls two coats over one coat of priming with best weather proof Exterior Emulsion paint including through scarbing clan removel of one coat of priming with best Exterior Emulsion as directed by the department officers etc complete and including necessary plaster of paris whever regd.(S.l.No.358)

Supplying fabricating and placing in position of HSD steel rods for reinforcement including the cost of steel and building wire etc., complete and as directed by departmental Officers.

Fabrication, supply, delivery and fixing of outside MS ladder of 45cm wide made out of 50x50x60mm MS angle for sides and steps in 16mm MS plain rods fixed at 30cm centre to centre welded, jointed etc., providing with suitable side supports, clamps and locking arrangements provided with one coat of red oxide paint for providing access to roof top 30,000 Lit capacity OHT of suitable inclined length including bottom anchorage and transportation and as directed by departmental Officers.

Providing and fixing of Reinforced Cement Concrete inner access Ladder inReinforced Cement concrete 1:11/2:3 (One cement, one and half Sand and three aggregate) using 20mm HBG stone for OHT including cost of reinforcement, placing gril in position, centering shuttering charges, mixing concrete curing etc., to required height and clear width of 45cmm consisting of two Nos. of vertical post of 10cm x 15cm and step slab 25mmx25mm etc., complete and as directed by departmental officers.

Refilling with excavated earth other than sand including cost and conveyance of all materials and all labour charges etc.

Royal Builders (BID ID -1253581)