KLYM/APAS/T-10/2025-2026/Sl No-23

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1.5 m Ref. Page -1, Item -2 a), PWD SOR Vol-I w. e. f. 1.11.2017

Supplying and laying Polythene Sheet (150gm / Sq.M) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. Ref. Page -47, Item -3, PWD SOR Vol-I w. e. f. 1.11.2017

Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation. (a) 1:3:6 proportion Ref. Page -23, Item -1a), PWD SOR Vol-I w. e. f. 1.11.2017

M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete. Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a hight of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof. i) For roof truss works a) Span up to 12 Mtr 3rd CORRIGENDA & ADDENDA, Dated: 04.06.2018, Page 85 of 96, PWD(WB), S.O.R. Volume - I : Building Works w.e.f. 01/11/2017, Item No.-2A, Page No. - 101

Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in gound floor as per relevant IS codes. (a) Pakur Variety Ref. Page -24, Item -4 a), PWD SOR Vol-I w. e. f. 1.11.2017 3rd CORRIGENDA & ADDENDA wef 04.06.2018

(a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. Ref. Page -200, Item -1 a), PWD SOR Vol-I w. e. f. 1.11.2017

(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : b) on steel or other metal surface. With super gloss (hi-gloss) - (ii) Two coat (white in shade) Ref. Page -200, Item -2 A) b) ii) PWD SOR Vol-I w. e. f. 1.11.2017

PARK BENCH WITH CASTING HANDLE: Supplying, fitting and fixing of SIZE: Length –5’,Handle –C.I. casting ,Seat: wood or Hollow section or frp. Entire product is assembled with nut bolts. SEAT parts:75X25mm,50x25mm,. Color: multicolor ASPA finish paint on 2 coats of primer.

Seesaw Supplying, fitting and fixing of 4 Seat see-saw, 4 No. FRP Made seat, FRP 6 mm thickness Iron part-2’.6” X 2’.6” inch Sq Bar, Thickness 2’.6” mm Cover Area-9’ X 5’, FRP thickness: 6mm to 8mm, FRP density: 1600kg/m^3. Color: multicolor ASPA finish paint on 2 coats of primer.

FRP Giraffe Slide Supplying, fitting and fixing of FRP Giraffe Slide: Hight of Giraffe 8 Fit, Platform height 5’ slide lengh 10’ Structural parts made of GI pipe and MS hollow section (including cutting,fitting,welding,bolting and smoothing grinding etc. Completer) Entire product in assembled with nut bolts. Outer diameter of metal parts:60mm,48mm,42mm thickness of metal parts min2.9mm, ERP thickness: 4mm to 5mm, ERP DENSITY: 1600KG/M3. Color multicolor ASPA finish paint on 2 coats of primer.

Supplying and Laying in the specified pattern of Interlocking Concrete Block Pavements (ICBP) with concrete blocks (with concrete grade as specified as per Table 1 of IS 15658:2006) manufactured in steel mould clamped to a vibrating table by hydraulic pressure (as per cl. No. 6.30 of IRC :SP : 63 (2018), from BIS licensee manufacturer, with spacer nib (Small protruding profiles on the vertical face of a paver block used as a device for keeping minimum joint gap in between the paving blocks, as per CI. No. 3.26 of IS : 15658) and of specification size and shape with aspect ratio (The ratio of length to thickness of a paver block, as per C.I No. 3.3 of IS : 15658) as per table 2 of IS : 15658 with flexural strength breaking load s per annexure G of IS: 15658, on the prepared base course of specified CBR as per Table 1 of IRC SP 63 (2018) or else as mentioned in design and drawing with a cushion of compacted bedding sand of 25-35 mm thick (grading of the bedding sand as per clause 6.5.1 of IRC SP-63) and filling up the gaps in between paver blocks with joint filling sand (the grading of the joint filling sand will be as per clause 6.5.2 of IRC SP- 63) and completing the edges with cut blocks as per CI. No. 8.7 of IRC SP- 63 (2018) with proper confinement of bedding and joint filling sand, compaction, levelling and filling up of the edge gap. 50 mm thick ii) Colour Decorative 12th CORRIGENDA & ADDENDA, Dated: 14.10.2020, Page 4 of 9, PWD(WB), S.O.R. Volume - I : Building Works w.e.f. 01/11/2017, Item No.-8, Page No. - 286 1 x 21.00 x 6.5 =136.5 Sqm.

Providing and fixing at or near ground level precast cement concrete in kerbs (size: 450 mm x 350 mm x width 150 mm at bottom with bevelled nosing at top) of cement concreat M20 Grade without reinforcement, fixing as per approved pattern and setting in position at site after preparing the bed grade and slopes by laying Cement concrete with jhama khoa (1:4:8) as per specification and direction of Engineer-in-Charge including filling of joints with 10 mm thick cement morter (3:1) and back filling the vertical piece properly with earth duly compacted and curing the morter joints for atleast 3 days including cost and carriage of all materials complete. Ref.Page -228, Item -8 ,PWD SOR Vol-I w. e. f. 1.11.2017

Add 18% GST (GST Calculated on Item no 1 to 7)

Add 1% Cess (Cess Calculated on Item no 1 to 7)