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| 1 | SCHEDULE `A\" PART -I (01 x 100 kVA transformer, HT line connection with (ACSR) and LT line supply with (AB Cable)) |
| 2 | Supply and install transformer step down out door type complete with standard fittings HT 11 KV 3 phase,LT 433 vatts 3 Phase four wire with off load tapping on HT side to very secondary voltage with in limit all as per IS : 2026 of capacity 100 KVA incl foundation and cattle fencing around the transformer. |
| 3 | Supplying and erection of three piece nonlinear resistor type lightning arrestor suitable for 3 wire, 11 KV overhead lines with rated voltage 9 KV (rms) with a nominal discharge current rating of 5 KA and complete with galvanised clamping arrangement, G.I. bolts, nuts, washers as per specified . |
| 4 | Supply and erect 2 pole structures on 11 Mtr steel tubular pole consisting of pole with anti-clambing divice, including PCC foundation, cross arm etc complete with primer and finished paint as required. Note:- Cost of 2 Pole structure only include cost of pole, foundation and steel bracings but does not include cost of Gang Operated Device, earthing, LA etc.) |
| 5 | Supply & Fixing of explusion fuse single pole up to 25-50 Amp grade 11 KVA grade. |
| 6 | Supply and fix HT 11 KV out door type gang operated air-break switches (GOD) suitable for horizontal or vertical mounting rotatingtype complete with drop out fuse having 12 insulators (of rating upto 200 Amps |
| 7 | Supplying of one lengths channel iron 75mm x 40mm x 6mm (7.14 Kg/Mtr) straight cross arm suitable for fixing of GOD etc on two pole structure complete withM.S. flat iron clamps, bolts and nuts including drilling holes for insulator pins, bolts, nuts and washers etc (as per drawing) and painting with primer and finish paint as required. |
| 8 | Errection of double pole 3 wire cross arm for 11 KV overhead lines as per specified . |
| 9 | Providing and fixing H.T. danger notice plate of 250 mm X 200 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. |
| 10 | Supplying and erection of 11 KV disc insulator for 11 KV over head lines with galvanised insulator fittings, ball and socket type and complete with galvanised strain clamps, bolts, nuts, washers etc. as required. |
| 11 | Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. |
| 12 | Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. |
| 13 | Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. |
| 14 | Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. |
| 15 | Fabrication, supply, installation, testing & commissioning of totally enclosed dust & vermin proof compartmentalized outdoor type feeder piller,with rain protection shade having double door in the front & rear side openable & suitable for operation on 415 volts,50 Hz, 4 wire AC system having 4 strip aluminium busbar chamber of capacity not less than that of the incommer, GI earth bus earth stud, cable entry through gland plate, cable alley in both side as reqd. The panel shall be fabricated out of 2mm thick CRCA sheet pre-treated with 7 tank process & powder coated i/c civil foundation and providing & fixing following accessories complete .(a) 200 Amps 415 valt MCCB with capacity 25 KA Make - L&T/GEC/cromptons. (b) 100 Amp MCCB 35 KA --2 Nos. Make-L&T/GEC/cromptons.(c) Microprocessor based 3 phase electronic temper proof CT operated for LT supply with optical communication part accurary class 0.5 voltage 3 x 240 volt conforming to IS 13779. (d) 0-500 V Digital Voltmeter----1 no (e) 0-200 A Digital Ammeter with CT ---1 no.(f) LED indicating light --1 no. |
| 16 | Supply laying and testing cable XLPE issulated screaued PVC beded, galvanised steel strip or wire armared electric power cable with standard aluminium conductor 11000 valts grade of size 4 core 120 sq mm for transformer |
| 17 | Supply and fixing thimble 120 sq mm (4x4 no) |
| 18 | Supply and fixing thimble for 50 sq mm |
| 19 | Supply and fix HT OH lines on Existing Poles with ACSR conductor of size 3 of 6/1x3.50 mm (Rabbit). (0.13 Km) |
| 20 | Supply and fix steel tubular swaged poles type 410 SP-31 (10.0 meter long) complete with CI base plate,finial, foundation and coping incl pole top bracket, back clamp for pole top bracket and primer and finished paint as required. (from HT line tapping point to 100 KVA transformer) |
| 21 | Supplying of channel iron 75 mm X 40 mm X 6 mm (7.14 kg per metre) pole top bracket/ cross arm for single 11 KV over head line conductor complete with 50 mm X 6mm flat iron clamp, bolts, nuts and washers including drilling holes for insulator pins, bolts and nuts etc and painting with primer and finish paint as required. |
| 22 | Supplying of two lengths of channel iron 75 mm X 40 mm X 6 mm (7.14 kg per metre) double pole cross arm for three wire 11KV over head line conductors complete with through bolts and nuts for clamping to the poles, 50 mm X 6 mm M.S. flats welded on one side to the channel iron and with bolts and nuts on the other side for tying the cross arms together, including drilling holes for insulator pins/ fittings, bolts, nuts and washers etc (as per drawing) and painting with primer and finish paint as required. |
| 23 | Erection of double pole 3 wire cross arm for 11KV/ 22KV/ 33 KV over head lines as required. |
| 24 | Supplying and erection of 11 KV disc insulator for 11 KV over head lines with galvanised insulator fittings, ball and socket type and complete with galvanised strain clamps, bolts, nuts, washers etc. as required. |
| 25 | Supplying and erection of 11 KV pin insulator complete with large steel head G.I. pin, nuts, washers etc. as required. |
| 26 | Supply and fix HT OH lines on Existing Poles with ACSR conductor of size 3 of 6/1x3.50 mm (Rabbit). (1.58 Km) |
| 27 | Supplying and erection of a set of cross bracing FRLSame work for 11 KV over head line double pole structure having four members fabricated out of 50 mm X 50 mm X 6 mm angle iron to form a rectangle of minimum size 1400 mm width X 2500 mm height, complete with 50 mm X 6mm M.S. flat iron clamps, bolts and nuts including drilling holes for insulator pins, bolts and nuts etc (as per drawing) and painting with primer and finish paint as required. |
| 28 | Supplying and erection of galvanised stay set for 11 KV over head lines complete with 19/ 20 mm dia X 1.8 metres long stay rod, anchor plate of size 45 cm X 45 cm X 7.5 mm thick, thimble, stay clamps, turn buckle ( 20 mm X 600 mm ), 7/ 4.00 mm dia G.I. stay wire and 11 KV strain insulator etc in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size ) foundation including excavation and refilling etc. as required. |
| 29 | Supplying, installation,testing and commissioning of Passive Infrared(PIR) technology based occupancy sensor with day light dimming(lighting level shall be regulated as per availability of natural day light in an area along with occupancy detection.) having high preformance, regulating programmable type, suitable for connected load upto 10Amp, for mounting height up to 2.8 mtr and for 5 m diameter coverage area along with necessary fixing arrangements i/c programming at site etc. complete as required. |
| 30 | Supplying and fixing PG clamp for joining of end conductor & jumpers |
| 31 | Supply and fix steel tubular swaged poles type 410 SP-22 (8.5 meter long) complete with CI base plate,finial, foundation and coping including painting with primer and finished paint as required (From transformer to pumping stage No.1 at nallah) |
| 32 | Supplying of channel iron 75 mm X 40 mm X 6 mm (7.14 kg per metre) cross arm for 2 wire over head line complete with clamps, bolts, nuts and washer etc including drilling of holes for insulator pins etc (as per drawing) and painting with primer and finished paint as required . |
| 33 | Dead end fitting for AB Cables with bare messenger wire complete with eye hook as per construction standards. |
| 34 | Suspension fitting for AB Cables with bare messenger wire complete with eye hook as per construction standards. |
| 35 | Insulation pierching conductor for AB Cable Big size (Main :16-95 sqmm, Service 4-35 (50 sqmm) as per TS & construction standards. |
| 36 | Supply and fix LT overhead lines on 8.5 meter steel poles with XLPE insulated AB cable 3-core X 50 sq mm + 1 x 35 sq mm. |
| 37 | Supplying and erection of stay set complete (galvanised) with 19/20 mm dia X 1.8 metres long stay rod, anchor plate of size 45 cm X 45 cm X 7.5 mm, thimble, stay clamps, turn buckle ( 20 mm X 60 cm ), 7/ 3.15 mm dia G.I. stay wire and strain insulator etc in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size ) foundation including excavation and refilling etc. as required. |
| 38 | Supply and fixing ABC service main distribution box incl IPC and PG clamp etc as reqd |
| 39 | SCHEDULE `A\" PART -II (Laying & fixing of Pipes) |
| 40 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 80 mm dia nominal bore of Make Jindal/Nezone |
| 41 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 65 mm dia nominal bore of Make Jindal/Nezone |
| 42 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 50 mm dia nominal bore of Make Jindal/Nezone |
| 43 | Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) :80 mm dia |
| 44 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :80 mm nominal bore |
| 45 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore |
| 46 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore |
| 47 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 80 mm nominal bore |
| 48 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 65 mm nominal bore |
| 49 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 50 mm nominal bore |
| 50 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 50 to 80 mm nominal bore |
| 51 | Providing and fixing gun metal non- return valve of approved quality (screwed end) :65 mm nominal bore Horizontal |
| 52 | Constructing masonry Chamber 60x60x75 cm inside, in brick werk in cement mortar 1:4 (1 cement 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diametar 160 mm bottom diameter and 180 mm deep (Inside) with chained lid and RCC top slab 1.2.4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size) i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design With commonburnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 53 | Supply, installation, testing and commissioning of 40 HP Kirloskar multi stage (11 stage) Centrifugal pump set suc x del : 50 x 40mm, head : 275 mtrs, rpm : 2900, discharge capacity (M3/Hr) 12, recommended motor 40HP with MS fabricated base frame with PCC platform as per dierection Engr-in-charge. |
| 54 | Supply, installation, testing and commissioning of 30 HP KSB multi stage (7 stage) Centrifugal pump set suc x del : 80 x 65mm, head :178 mtrs, rpm : 2910, discharge capacitywith MS fabricated base frame with PCC platform as per dierection Engr-in-charge. |
| 55 | SCHEDULE `A\" PART -III (Construction of Anchor block & pipe support) |
| 56 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer incharge.All kinds of soil |
| 57 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 58 | Centering and shuttering including strutting, propping etc. and removal of form work for : Columns, piers, abutments, pillars, posts and struts |
| 59 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 60 | SCHEDULE `A\" PART -IV (Construction of intake & collection chamber) |
| 61 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer in-charge. Ordinary rock |
| 62 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 63 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 64 | Centering and shuttering including strutting, propping etc. and removal of form work for : Columns, piers, abutments, pillars, posts and struts sqm |
| 65 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 66 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 67 | 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) |
| 68 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :100 mm dia Class-I |
| 69 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 70 | SCHEDULE `A\" PART -V (Construction of Service reservoir 1,00,000 Ltr Cap) |
| 71 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil |
| 72 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 73 | Centering and shuttering including strutting, propping etc. and removal of form work for : Columns, piers, abutments, pillars, posts and struts sqm |
| 74 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 75 | 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 level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 76 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases above plinth level up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 77 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo-Mechanically Treated bars of grade Fe-500D or more. |
| 78 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Mild steel and Medium Tensile steel bars |
| 79 | 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) |
| 80 | Neat cement punning |
| 81 | Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) : Rectangular manhole 90x80 cm with rectangular cover 600 x 450 mm of grade LD - 2.5 |
| 82 | Providing and fixing vent pipes G.I. pipes complete with G.I. fittings 65 mm dia nominal bore |
| 83 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 84 | SCHEDULE `A\" PART -VI (Construction of Pump reservoir 40,000 Ltr Cap) |
| 85 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil |
| 86 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 87 | Centering and shuttering including strutting, propping etc. and removal of form work for : Columns, piers, abutments, pillars, posts and struts sqm |
| 88 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 89 | 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 level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 90 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases above plinth level up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 91 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo-Mechanically Treated bars of grade Fe-500D or more. |
| 92 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Mild steel and Medium Tensile steel bars |
| 93 | 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) |
| 94 | Neat cement punning |
| 95 | Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) : Rectangular manhole 90x80 cm with rectangular cover 600 x 450 mm of grade LD - 2.5 |
| 96 | Providing and fixing vent pipes G.I. pipes complete with G.I. fittings 65 mm dia nominal bore |
| 97 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 98 | 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. In cement mortar |
| 99 | SCHEDULE `A\" PART -VII (Construction of ponds with stone pitching) |
| 100 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 101 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: |
| 102 | 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 103 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. |
| 104 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concret |
| 105 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 106 | SCHEDULE `A\" PART -VIII (Construction of PCC drain Roads side) |
| 107 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. Ordinary rock |
| 108 | Providing and laying hard core of borken stone 63 mm to 45 mm size stone aggregate |
| 109 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) |
| 110 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. (Both side drain wall) |
| 111 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) (Both side drain wall) |
| 112 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) for bed. |
| 113 | 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) |
