Re development and Urban Designing of Battala Market Area Phase I

Amount

Removal of Telephone/ Electric Poles and Lines Removal of telephone / electric poles with wires including excavation and dismantling of foundation concrete and lines under supervision of the concerned department, disposal with all lifts and up to a lead of 1000 m, staking of serviceable and unserviceable materials separately as per MoRD Technical Specifications, clause 202

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRD Technical Specification Clause 202. Dismantling Lime / cement Concrete (I) By Manual Means B)Cement Concrete

C)Reinforced Cement Concrete

Dismantling of flexible pavement and disposal of dismantled material up to a lead of 1000 meters, staking serviceable and unserviceable materials separately and as per leavent clauses of section-200. ( I ) By Manual Means (A)Bituminous Road

(B)Granular Road

( II ) By Mechanical Means (A)Bituminous Courses

Dismantling of Cement Concrete Pavements as per MoRT&H Technical Specification Clause 202 Dismantling of cement concrete pavements by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials with all lifts and upto a lead of 1000 m, stacking serviceable materials and unserviceable materials separately as per MoRT&H Technical Specification Clause 202. (B) upto partial depth of concrete

Dismantling of Brick soling Dismantling of brick soling, stacking serviceable materials and unserviceable materials separately with all lifts and upto a lead of 500 m by manual means as per MoRD Technical Specification Clause 202.

Taking out existing CC interlocking paver blocks Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

Signage Work Retro-reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade shetting vide MoRT&H technical specification Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRT&H Technical Specification Clause 801. (iii) with 600 mm circular

Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRT&H Technical Specification Clause 801.

Street Lighting Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with sodium vapour lamp and fixed firmly in concrete foundation. For fixing in Footpath

Bollards Pre-casting and placing in position 125 mm diameter bollards, 600 mm high, of required shape including providing MS pipe sleeve, 50 mm diameter, 300 mm long in the bollard and MS pipes, 40 mm diameter and 450 mm long with 150 mm × 150 mm × 6 mm MS plate welded at bottom and embedded 150 mm in cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded stone aggregate, 20 mm nominal size) including necessary excavation of size 250 mm × 250 mm × 450 mm deep for the same in bitumen / concrete pavement at specified spacing. 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 12 mm nominal size)

Seating Works 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 m² on plan) including dressing of sides and ramming of bottoms, lift up to 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

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc, in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. All kinds of soil

Supplying and filling in plinth, under floor, foundations etc, with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering All work up to plinth level 1:2:4 ( 1 cement: 2 fine sand : 4 graded stone aggregate, 20 mm nominal size)

First class brick work in foundation and plinth including cost of all materials as required completeIn cement mortar 1:4 ( 1 cement : 4 fine sand )

Half brick masonry work with second class bricks in foundation and plinth including cost of all materials required as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ).

Providing and laying damp-proof course with cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate, 20 mm nominal size). DPC, 50 mm thick

Providing and laying in position ready mixed concrete manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of RMC from transit mixer to site of laying but excluding the cost of centring, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per the direction of Engineer-in-Charge (note: cement content considered in this item is @ 410 kg/m³, excess / less cement used as per design mix is payable / recoverable separately). All works up to plinth level Reinforced cement concrete grade M25 using 410 kg of cement per cubic metre

Centring shuttering including struttings, propping etc. and removal of form work for Foundations, footings, bases for columns etc. for mass concrete with timber plank

Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete up to plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more

Providing and fixing Kota stone in floors over 20 mm thick bed of cement mortar 1:4 (1 cement : 4 fine sand) jointed with ordinary cement slurry including pointing with ordinary cement mixed with pigment of matching shade, including rubbing and polishing, complete Kota stone slab 25 mm thick Seating area

Concrete Blocks (Used in foot paths) Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200. Sand Filling Below Paver Block area

Rectangular Concrete Block Pavement Manufacturing, laying of cement concrete blocks of size 0.450 m x 0.300 m x 0.150 m of Cement Concrete (C.C) M30 grade and spreading 25 mm thick sand under neath and filling joints with sand on existing W.B.M. base as per MoRD Technical Specification Clause 1503. Kota stone slab 25mm thick

Interlocking Concrete Tiles (Used in Parking) Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MoRT&H Technical Specification clauses of section 300

Plain/reinforced cement concrete in sub-structure complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement) PCC M 15 Grade ( upto 5 m height ) Below Paver Block area

Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200. Sand Filling Below Paver Block area

60 mm thick factory made c.c. interlocking paver block of M-35 Grade Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength, thickness & size/ shape, made by table vibratory method to attain superior smooth finish using PU or equivalent moulds, laid in required grey colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per specifications & approval/ direction of the Engineer -in-Charge: (a) 60 mm thick c.c. paver block of M-35 grade with approved colour, design and pattern.

80 mm thick factory made c.c. interlocking paver block of M-35 Grade Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength, thickness & size/ shape, made by table vibratory method to attain superior smooth finish using PU or equivalent moulds, laid in required grey colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per specifications & approval/ direction of the Engineer -in-Charge: (a) 80 mm thick c.c. paver block of M-35 grade with approved colour, design and pattern.

Crazy marble stone flooring, including filling the gaps with light shade pigment with white cement marble powder mixture (3 parts of white cement : 1 part of marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 white, black or white and black marble chips of sizes from 1 mm to 4 mm nominal size by volume), with under layer 25 mm thick cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded stone aggregate 12.5 mm nominal size), including rubbing, polishing and cement slurry etc. all complete as per direction of Engineer-in-charge. -14 mm thick crazy marble stone white, black or as specified

Kerb Stone Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200. Sand Filling Below Paver Block area

Plain/reinforced cement concrete in sub-structure complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement) PCC M 15 Grade ( upto 5 m height ) Below Kerb Stone area

Cast in Situ Cement Concrete M 25 Kerb. Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete inposition to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-Charge (length of finished kerb edging shall be measured for payment). (Precast c.c. kerb stone shall be approved by Engineer-in-Charge).

Ramp Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Technical Specification Clause 301.5.

Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200. Sand Filling For Ramp

Plain/reinforced cement concrete in sub-structure complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement) PCC M 15 Grade ( upto 5 m height ) For Ramp

Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. but excluding reinforcement) R.C.C grade M-25 upto 5 m height for Ramp

Supplying, fitting, & placing Thermo-Mechanically treated superstructure complete as per drawing & MoRD technical specifications Clauses 1002, 1010 & 1202.

Table Top crossing Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. but excluding reinforcement) R.C.C grade M-25 upto 5 m height

Supplying, fitting, & placing Thermo-Mechanically treated superstructure complete as per drawing & MoRD technical specifications Clauses 1002, 1010 & 1202.

Tractile Paving Providing and fixing tactiles of standardized designs conforming to RNIB (The Royal National Institute for the Blind, UK), DETR (Department of the Environment, Transport and the Regions, UK) & ADA (Americans with Disabilities Act, USA) of size 300 x 300 mm in floors, (thickness to be specified by the manufacturer) specially designed to assist the visually impaired - “foot braille”, with water absorption less than 0.5%, of approved brand & manufacturer, laid on 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) including grouting of joints etc. all complete as per direction of Engineer-incharge. (Payment for grouting of joints to be made separately).

Horticulture work (Refer Annexure-I)

Bus Stop (Shed) (Refer Annexure-II)

Auto Stand Development (Refer Annexure-III)

Dustbin (Market Rate ) (Refer Annexure-IV)

Intregrated Drain Works (Refer Annexure-V)

KISHORE ROY (BID ID -196491)