Construction of Compound wall in All Sides of warehouse at CW,Pedakakani (AP)

CIVIL DSR 2023 ITEMS

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.a) In cement mortar

Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :In cement mortar

Boring with hydraulic piling rigs with power units, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto the bottom of pile cap): A ) 300MM dia .pile.

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 Sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m including getting out the excavated soil adn disposal of surplus excavated soil as directed within a lead of 15m a)All kinds of soil

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to foundation & above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.

Centering and shuttering including strutting, proping etc and removal of form for (A) Foundations, footings, bases of columns etc for mass concrete

B)Small lintels not exceeding 1.5m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like.

C) Columns, piers,pillars, abutments, posts & struts

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring and shuttering finishing and reinforcement - All work up to plinth level:1:1.5:3 [1 cement 1.5 coarse sand 3 graded stone aggregate 20 mm nominal size derived from natural sources.]

Reinforced cement concrete work in walls ( any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. above plinth up to floor five level excluding cost of centring , shuttering , finishing and reinforcement a) 1 : 1.5 : 3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)

Brick work with F.P.S. bricks of class designateion 7.5 in superstructure above plinth level upto floor-five level in all shapes and sizes and in cement motar 1:6 (1 cement:6 Coarse sand)

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) i/c attached plasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. up to floor five level, excluding the cost of centering, shuttering and finishing a) 1:2:4 ( 1 cement: 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources)

12 mm cement plaster of mix a) 1:6 (1 cement : 6 coarse sand)

15 mm cement plaster on rough side of single or half brick wall of mix :a) 1:6 (1 cement : 6 coarse sand)

6 mm cement plaster on exposed surfaces of RCC a) 1:3 (1 cement : 3 fine sand)

Painting with synthetic enamel paint of approved brand and manufacture to give aneven shade. (a) Two or more coats on new work

Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 lit/10 sqm)

Providing and fixing broken glass chips on C.C coping of compound wall during laying of C.C coping using broken glass chips @ 5kg /sqm (rate includes cost glass chips but excluding cost of C.C coping ).

Providing and installation of 0.61 m high fencing with 1.00m long angle iron40 X40X6 mm post placed every 1.02m apart center to centre emdedded in c.conc.block, 1:2:4(1 cement:2coarse sand:4 graded stone aggregate 20mm nominal size) of size 23*23*30 in wall and 34 X 34 X 30 cm in pillar at the top of boundary walls,provided with 6 horizontal lines and 2 diagonal of barbed wire 9.38kg/100 RMT (minimum) between the posts and fixed with GI staples , clips etc.complete as per drg.no.CWC/ANC.BLD/41/1A.(The payment for c.conc.block,angle iron posts,shall be paid separately)

E NIT_RO-Engg/HYD/25-26/16

Construction of Compound wall in All Sides of warehouse at CW,Pedakakani (AP)

CWC estimated amount of this sub schedule, after considering prevailing Cost Index and applicable GST etc complete, is Rs.36321148.66

E NIT_RO-Engg/HYD/25-26/16

Construction of Compound wall in All Sides of warehouse at CW,Pedakakani (AP)

CWC estimated amount of this sub schedule, after considering prevailing applicable GST etc complete, is Rs 375936.90

E NIT_RO-Engg/HYD/25-26/16

Construction of Compound wall in All Sides of warehouse at CW,Pedakakani (AP)

Total of Sub schedule (I)

Total of Sub schedule (II)

Total of All Sub Sch (I)-(II)-(III)

Total of All Sub Sch (I)-(II)-(III) {In Words}