Construction of Proposed Play Ground with Green Patch and Multi sports activity at Birsa Samiti Football ground in ward no. 55 under DMC, Dhanbad. (2nd Call)

Amount

Earthwork in excavation in foundation trenches in ordinary soil (vide classfication of soil item - A) and disposal of excavated earth a obtained to a distance up to 50M including all lifts with leveling ramming the foundation trenches removing roots of trees shurbs all complete as per approved design and per building specification and direction of E/I. 5.1.1

Extra for earth work in hard soil as per specification and direction of E/I. (vide classfication of soil item - B) 5.1.2

Earth filling in foundation trenches and plinth in layer not exceeding 150mm thick will watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenched with a lead of 50mm and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume). 5.1.7

Providing coarse clean sand in filling in foundation trenches or plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts includng cost of all materials, Labour, rotalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume). 5.1.10

Providing designation 75B one brick flat soiling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/I. 5.6.3

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 40 mm nominal size ) 5.3.1.5

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -all work up to plinth level: (1:1.5:3) (1 cement : 1.5 coarse sand (zone III ) : 3 graded stone aggregate 40 mm nominal size ) 5.3.2.1

Centering and shuttering including strutting ,propping etc and removal of form for foundation , footing , bases of columns etc.for mass concrete. 5.3.17.1

5.3.9.1 Providing and laying in position specified grade of reinforcement cement concrete in band at plinth, 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 ) : 3 graded stone aggregate 20 mm nominal size ).

Providing designation 75B work in C.M. (1:6) in foundation and Plinth with approved quality of clean coarse sand of F.m. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials ranking out joints to 15mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. 5.2.6

Providing designation 75B work in C.M. (1:6) in superstructure with approved quality of clean coarse sand of F.m. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials ranking out joints to 15mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. 5.2.14

Centering and shuttering including strutting ,propping etc and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilever. 5.3.17.5

S/F M.S grill gate with M.S. grills made of 20 x 6mm M.S. flats or 16mm M.S. square bars fitted on 25 x 25 x 6mm M.S. Angle frame - do - (when steel is not supplied by the deptt.) 5.5.30

5.3.10 Reinforced cement concrete work in walls (any thickness) including attached pilasters ,buttresses , plinth and string courses, fillets, columns, pollars , 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 ) : 3 graded stone aggregate 20 mm nominal size )

Centering and shuttering including strutting ,propping etc and removal of form for columns, pollars, piers, abutments, posts and struts. 5.3.17.6

Providing 12mm thick cement plaster (1:6) -with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty as per building direction of E/I. Inside Plaster 5.7.3

8.2.2.2 Providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cementmortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement,mixed with matching pigment, epoxy touch ups, including rubbing, curing,moulding and polishing to edges to give high gloss finish etc. complete at all levels.

Providing two coat of snowcem shade and make over a coat of cement of primer on new surface including preparing the plastered surface smooth with sand paper, soaping, curing and taxes all complete as per building specification and direction of E/I. 5.8.24

Providing primer one coat of red lead paint of approved make over steel surface including preparing the surface after cleaning removing dust, dirt. Scales amokes and grease and cleaning the surface thoroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I. (mode of measurement of area shall be multiple by the co-efficient as indicated in building specification) 5.8.41

Providing two coats of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface thoroughly cost of scaffolding and taxes all complete as per building specification and direction of E/I. 5.8.45

Providing TMT steel reinforcement of 10 mm dia. bars as per approved design and drawing excluding carriage of M.S. roads (Straight or in coils) to work site, cutting, bending end binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building specification and direction of E/I. (Only Valid for SAIL, TATA (Tiscon), JSPL and Electrosteel) 5.5.5 (a)

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 ) 5.3.1.2

Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishingsmooth etc. all complete as per direction of Engineer-in-charge. 11.45

Providing 12 mm thick cement plaster (1:4) -with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty as per building direction of E/I. 5.7.2

Providing 1.5mm cement punning including curing carriage of water with all leads and lifts as per building specification and direction of E/I. 5.7.11

Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m). 3.6 (i) RCD

Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & - leads, transporting to site, preading, grading to required slope and mpacted to meet requirement of table No. 300-2). 3.18 (i) RCD

Granular Sub-Base with Coarse Graded Material (Table:- 400 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401). 4.2 (i) RCD

Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, ebonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing) 6.2 RCD

Providing 25mm thick first class patent stone flooring (1:2:4) with stone chips in to layers, bottom layer 19mm thick (1:24) with 12mm to 6mm down stone chips in panels including cost of curing, finishing the surface smooth by rubbing with carborandom stone taxes and royalty with all complete as per building specification and direction of E/I. 5.6.7

Cost of drilling 200mm x 165 mm x 125 mm deep bore well in all kind of soil and rock - do - all complete as per specification and direction of E/I. (a) From 0 to 50 m below GL. PHED Item no. 115

(b) From 51 to 125 m below GL

(c) From 125 to 150 m below GL

Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 200 mm nominal size dia. 23.3.3

Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed,easuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all omplete, including hire & labour charges of air compressor, tools & accessories etc.,all as per requirement and direction of Engineer-in-charge. 23.12

Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 200 mm dia. 23.13.3

Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 200 mm dia. 23.14.3

S/F/F of KSB/CRI submersible pump set 2.0 H.P do - all complete as per specification and direction of E/.PHED Sl no. 120

S/F/F of standard make starter pannel board - do all complete as per specification and direction of EA.

S/F/F 3 core 4 sqm. Flat copper submersible cable - do- all complete as per specification and direction of E/1. PHED Item no. CBI 3

S/F/F lowering 50mm dia G.I column pipe - do - all complete as per specification and direction of

Trenching in ordinary soil up to depth of 60 cm and removal and stacking - do - all complete as per specification and direction of E/l. 2.1 DSR 2018

Supplying and stacking of good earth at site incl. royality - do - all complete as per specification and direction of E/l. 2.2 DSR 2018

2.4 DSR 2018 Supplying and stacking at site damp manure from approval source - do - all complete as per specification and direction of E/l. Screened through sieve of IS des. 20 mm

Screened through sieve of IS des. 16 mm

Screened through sieve of IS des. 4.75 mm

2.25 DSR Supplying and stacking of well decayed cattle manure at site - do - all complete as per specification and direction of E/l.

2.5 DSR 2018 Rough dressing the trenched ground incl. breaking clods

2.7 DSR 2018 Fine dressing of the ground -do - all complete as per specification and direction of E/I

2.8 DSR 2018 Spreading of sludge, damp manure and / or good earth in required thickness -do - all complete as per specification and direction of E/I.

2.9 DSR 2018Mixing earth and sludge or manure in the required proportions -do - all complete as per specification and direction of E/I.

11.7 JSR ROAD Planting permanent hedges including ,digging,of trenches(planting permanent hedges including digging of trenches , 60cm wide and 45 cm deep , refilling the excavated earth mixed with farmyard manure , supplied at the rate pf 4.65 cum per 100 meter and supplying and planting hedge plants at 30cm apart.

2.14.3 DSR 2018 Digging holes in ordinary soil and refilling the same with the excavated earth -do - all complete as per specification and direction of E/I. Holes 60 cm dia. And 60 cm deep

7.75 Providing and stacking of Polyalthia longifolia (Ashok) ht. 180 - 195 cm -do - all complete as per specification and direction of E/I.

7.26 Providing and stacking of Ficus Benjamina (green) of height 120 to 135 cm with 6 -8 branches and lush green foliage in g. bag of size 25 cm as per direction of E/I.

8.46 Providing and stacking of Murraya extotica of height 45 to 60 cm -do- all complete as per specification and direction of E/I.

8.32 Providing and stacking of Hamelia patens of height 30 to 45 cm -do- all complete as per specification and direction of E/I.

5.12 Providing and displaying Bougainvillea named variety, sobhra thinaa -do- all complete as per specification and direction of E/I.

2.57.1 Plantation of trees, shurbs and hedge at site -do- all complete as per specification and direction of E/I.Tree plant

P/F of G.I pipes complete with G.I fittings incl.-do- all complete as per specification and direction of E/I. 25 mm dia.

P/F of G.I pipes complete with G.I fittings incl.-do- all complete as per specification and direction of E/I. 50 mm dia.

Painting G.I pipes and fitting with two coat of anti corrosive bitumastic paint - do- all complete as per specification and direction of E/I. 25 mm dia.

Painting G.I pipes and fitting with two coat of anti corrosive bitumastic paint - do- all complete as per specification and direction of E/I. 50 mm dia.

P/F of gun metal gate valve with CI wheels -do- all complete as per specification and direction of E/I. 25 mm dia.

P/F of gun metal gate valve with CI wheels -do- all complete as per specification and direction of E/I. 50 mm dia.

P/v and filling sand of grading zone V or coarse grade -do- all complete as per specification and direction of E/I. 25 mm dia.

P/v and filling sand of grading zone V or coarse grade -do- all complete as per specification and direction of E/I. 50 mm dia.

P/v CI double acting air valve -do- all complete as per specification and direction of E/I. with dolts , nuts rubber -do-

Constructing masonary chamber 30 x30 x 50 cm inside in between -do- all complete as per specification and direction of E/I.

Evcavating trenches of req. width for pipes, cables -do- all complete as per specification and direction of E/I.

Extra for excavating trenches for pipes, cables -do- all complete as per specification and direction of E/I.

Structural steel work welded in build up section -do- all complete as per specification and direction of E/I.

Making connection of GI distributin branch with GI main of 50-80 mm nominal bore -do- all complete as per specification and direction of E/I.

P/F brass bib cock of -do- all complete as per specification and direction of E/I. 20 mm nominal bore

P/F ball valve (brass) of app. Quality -do- all complete as per specification and direction of E/I. 20 mm nominal bore

Provision for concrete sitting chair

Laying of one number PVC insulated and PVC sheathed / XLPE Power cable of 1.1 KV grade of size not exceeding 35 sqmm direct in ground including excavation and refilling the trench etc. as required but excluding sand cushioning and protective covering.5.17 JSOR

PVC / XLPE insulated PVC sheathed, heavy duty, armoured electrical cable with aluminium conductor for working voltage upto and including 1100 volts; 10 sqmm 4 core (Base Price Rs. 157.95; after adding Overheads & profit @ 14.95% equal to Rs. 181.56) M-739 JSOR

1 Meter decorative type Double Arm (Base Price Rs. 2192.44; after adding Overheads & profit @ 14.95% equal to Rs. 2520.20) M- 756 JSOR

Steel Circular hollow pole of standard specification for street lighting (Post Top lighting ) at 5 m height (Base Price Rs. 7275.00; after adding Overheads & profit @ 14.95% equal to Rs. 8362.61) M-170 JSOR

40/45 W LED clear approved make LED Post Top made in die cast aluminium housing with corative clear/optical acrylic diffuser and IP 65 Protection IS; 10322 PART 5/ SECTION 3 JSOR 9.6.5

Supplying and drawing 3x 1.5 sqmm of FR PVC insulated copper conductor single core cable in existing surface/ recessed steel/PVC conduit including dismantling as required. JSOR 1.15.3

Outdoor stand mounted feeder panel with 63A TP&N MCB incommer, 65 A TP contactor automaticswitching of luminaries, incomming outgoing terminal etc. as required (Base Price Rs. 25000.00; after adding Overheads & profit @ 14.95% equal to Rs. 28737.50) JSOR M- 1546

Erection of metallic pole of above 4.5 meter and upto 6.5 meter in cement concreate 1:3:6 (1: cement; 3: coarse sand; 6: graded stone aggregate 40 mm nominal size foundation including excavation and refilling as required JSOR 8.2.1

Providing and fixing 6 SWG dia Gl wire on surface or in recess for loop earthing etc. as required JSOR 3.16

Farthing with Gl earth pipe 4.5 mtr. Long, 40 mm dia including accessories and providing masonary enclouser with cover plate having locking arrangement and watering pipe etc. with charcoal and salt as required JSOR 3.2

Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads and lifts, all complete as per direction of engineer in charge DSR 24.5

Supplying, filling, spreading & leveling gravels of sizerange 5 mm to10 mm, in the recharge pit, over theexisting layer of boulders, inrequired thickness, for all leads & lifts, all complete as per directionof Engineerin-charge DSR 24.6

Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer - in-charge. DSR 24.7

Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 150 mm dia DSR 24.15.2

Providing and fixing factory made precast RCC perforated drain covers, having concrete of strengthnot less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge.DSR 24.9

Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for alldepths,as per direction of Engineer -in-charge. 150 mm nominal size .DSR 24.3.2

Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes withribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.150 mm nominal size. DSR 24.4.2

PHED Item no. 115 Cost of drilling 200mm x 165 mm x 125 mm deep bore well in all kind of soil and rock - do - all complete as per specification and direction of E/l. (a) from 0 to 50 m below GL.

(b) from 51 to 100 m below GL.

Providing M.S. foot rests including fixing in manholes with 20x20x10cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 gradedstone aggregate 20 mm nominal size) as per standard design : With 20 mm diameter round bar DSR 19.15.2

Rectangular manhole 90x80 cm with rectangular cover 600x450 mm of grade LD - 2.5 DSR 19.26.1

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 110 mm dia. DSR 12.41.2

Ploughing the existing ground to a depth of 15 cm to 25 cm and watering the same. All kind of soil. 2.29.1 DSR 2018

Fine dressing of the ground. HOR DSR 2.7

Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). HOR DSR 2.2

Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% -do- directed by the Officer-in-charge. Screened through sieve of IS designation 4.75 mm HOR DSR 2.4.3

Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge. HOR DSR 2.9

Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid. HOR DSR 2.8

Partition pole with net

Carriage of materials: Cement lead 3 km

sand lead 35 km

Stone chips lead 17 km

Stone metal lead 23 km

Bricks lead 8 km

Steel lead 3 km

Paver block lead 11 km

Add 12 % GST ( In Basic Rate must fill 12)

Add 1 % Labour cess ( In Basic Rate must fill 1)

Madan Lal Bajaj Construction Pvt. Ltd.