KLYM/APAS/T-10/2025-2026/Sl No-5

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but ex -cluding laterite or sand stone) including removing, spre -ading 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 thebottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm. Ref. Page- 1, Item -2, 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 infoundation 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 mmsize) excluding Shutering In ground floor and foundation. (a) 1:3:6 proportion Ref. Page- 23, Item -1, a) PWD SOR Vol-I w. e. f. 1.11.2017

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

Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground flooras per relevant IS codes. a) Pakur Variety Ref. Page- 16, Item -16, 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 ofEngineer-in-Charge complete includ ing cutting tor equisite shape & ze,fabrication including metal welding conform -ing to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erect -ion allcomplete.The rate includes the cost of all M.S. Hollow sect -ion, allconsumables such as electrodes, gas and hire charges of all tool sand plants and labour reqired for execut -ion and all inciden- talhages (such as electricity, labour insurance) etc. complete. Ref. Page- 101, Item -2A,i) PWD SOR Vol-I w. e. f. 1.11.2017

Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn)coating of 150 grams per sq. metre (followed by colourcoated on both side) steel heet work having minimum rength of 550 Mpa of trapizoidal profile of approved make(excluding the supporting frame ork) fitted and fixed with55 mm & 25 mm self tapping screw, EPDM Washer 16 mmdia & 3mm th. washer etc. complete with 150 mm end lapand one rrugation minimum side lap. (Payment to be madeon area of finished work). a) With 0.5 mm thick sheet Ref. Page- 82, Item -14, PWD SOR Vol-I w. e. f. 1.11.2017

Providing and fixing exterior quality Aluminium Composite Panel (ACP) wall cladding on existing Al. /MS frame work with GI brack -ets, ACP fixed on the existing frame work by folding the edges of ACP panel (Engraving the rear surface of ACP sheet) with CP angl -es, cleats and strainless Steel screws forming groves at the peri -phery of ACP panel. Such grooves filledwith foam and silicon seal -ant etc. complete with all materials (but including the cost of sili -con sealant), labour, scaffolding and all other incidental charges complete in all respect as per specification and direction of Engineer-in-charge. (Mode of payment is on finished surface area of ACP) Ref. Page- 250, Item -27 PWD SOR Vol-I w. e. f. 1.11.2017

(a) Priming one coat on steel or other metal surface with synthetic ound primer of approved quality including smoothening surfaces sandpapering etcRef. Page- 200, Item -1(a)i, c, PWD SOR Vol-2 w. e. f. 1.11.2017

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

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

Add 18% GST

Add 1% Cess