Construction of Connecting Road from Akashganga to 312 VE flats

Amount

GENERAL ABSTRACT

PART - A - SWD, Road Work, Bridge & Retaining Wall

PART - B - Tree Cutting and Relocating

PART - C - Electrical Work

Description of Work / Item(s)

Amount

Part:- A : SWD, Road Work, Bridge & Retaining Wall

Surface excavation over areas to required profile, level, grade, camber etc. in all soils as mentioned below including dressing of excavated area, refilling with approved excavated materials in layers not exceeding 150 mm watering, consolidation etc. and stacking/ disposing of the surplus excavated materials within a lead of 3km and all inherent lifts etc. to the required location as directed by the Engineer-in-Charge.

For all soils other than soft rock and hard rock.

Soft rock.

Hard rock by chiselling or by using machine such as Poclain with jack hammer etc. including stacking at directed place .

With earth available from excavations at site with all leads.

Depth up to 1.50 m from ground level.

Depth exceeding 1.5m & up to 3.0m from ground level

Depth exceeding 3m & up to 4.5m from ground level

Depth exceeding 4.5m & up to 6m from ground level

Depth exceeding 6m & up to 7.5m from ground level

Depth exceeding 7.5m & up to 9m from ground level

Depth exceeding 9m & up to 10.5m from ground level

Depth not exceeding 1.50m from ground level.

Depth exceeding 1.5m & up to 3.0m from ground level

Depth exceeding 3m & up to 4.5m from ground level

Depth exceeding 4.5m & up to 6m from ground level

Depth exceeding 6m & up to 7.5m from ground level

Depth exceeding 7.5m & up to 9m from ground level

Depth exceeding 9m & up to 10.5m from ground level

Depth not exceeding 1.50 m. from ground level.

Depth exceeding 1.5m & up to 3.0m from ground level

Depth exceeding 3m & up to 4.5m from ground level

Depth exceeding 4.5m & up to 6m from ground level

Depth exceeding 6m & up to 7.5m from ground level

Depth exceeding 7.5m & up to 9m from ground level

Depth exceeding 9m & up to 10.5m from ground level

Notes for piling works : i) The piling work shall be got executed through specialised agencies in the field duly approved by the Department. Agencies recommended by the Department are as follows: (a) M/s. Evershine Foundations. (b) M/s. Meher Foundations & Civil Engrs. Pvt. Ltd. (c) M/s. Paresh Construction & Foundation Pvt Ltd (d) M/s. DBM (e) M/s. Stefon Construction Pvt Ltd. (f) M/s. Pressure Piling Co. (I) Pvt Ltd. (g) M/s. Surbhi Enterprises (h) M/s. Simplex Concrete Piles (India) Ltd. OR

Construction of cast-in-situ RCC bored piles using rotary drilling method as per IS 2911 (Part-1, section-2) latest revision using concrete of M-30 grade with minimum cement content of 400 kg/cum of concrete, including cost of all materials, labour, use of plant and machinery, casting of pile to plumb, rectifying defects if any, including empty boring if any, breaking pile heads, dewatering, bore hole stabilization using temporary casting/ bentonite, disposal of the excavated muck/ bentonite slurry, broken pile heads to suitable dumping area as approved by statutory authority out side the campus including all lead by mechanical transport etc. (but excluding the cost of steel reinforcement which shall be paid under relevant item), all as per drawing and specification etc., complete & as directed by the Engineer-in-charge.

600 mm dia. piles of length upto 20.0 M length from cut off level

600 mm dia. piles of length exceeding beyond 20.00 M length from cut off level

Extra for RMC (Ready Mixed Concrete) for pile confirming to IS 4926 (latest) in lieu of conventional RCC for pile supplied by approved RMC manufactures including transporting pumping etc. complete as per instruction of the Engineer in charge.

For 600 mm dia piles

Carrying out routine pile load test for :

Note:- Rate should include cost of preparing and submitting the detailed test report to the EIC incorporating all the parameters required for confirming ultimate/safe load carrying capacity of pile

Working capacity of 120 MT for vertical load, using maintained load method as per IS-2911 (Part-4) latest edition using hydraulic jack & dial gauges including all supporting arrangement, kentledge, it's transport, loading, unloading etc. complete (Hydraulic jack and dial gauges shall be got tested/ calibrated from NTL or any other approved Laboratory before use on works.

Lateral load testing of single pile with free pile head for working capacity of 5MT in accordance with IS 2911(Part-4) latest for determining safe allowable lateral load on pile etc. complete as per drawing as per technical specification and as directed by the EIC

Cement concrete of specified grades at all locations & depths for the following works using graded stone aggregate of 20mm maximum size including necessary form work, machine mixing, transporting, placing in position consolidation, finishing, curing etc. complete as per specifications, drawings & as directed by the Engineer in charge.

NOTES:- a) Reinforcement provided if any shall be measured & paid under relevant item. b) MS frame works around pedestals etc. if provided shall be measured under relevant item. c) The dimensions of pedestals/ foundations are likely to be varied and rate quoted shall be final without any additional cost to the Department.

PCC of grade M10 in foundation, mud mat course, footing of dwarf wall, bed concrete to pile caps, pedestal, encasing, storm water drains, etc.

PCC M-15 grade in sub base flooring, foundation in pedestals, cable pits, cable trenches, plinth protection, encasing, storm water drains hunching, etc.

Notes for reinforcement cement concrete works:- i) Cement for structural works shall be OPC/PPC ISI marked and duly approved by the Engineer-in-charge. ii) PPC/ blended cement of ISI marked shall only be used for finishing works on prior approval of Engineer-in-charge. iii) All RCC work shall be controlled concrete unless otherwise specified and shall be carried out strictly in accordance with the drawings and specifications. iv) The rates for RCC works shall be exclusive of cost of reinforcement and form work unless otherwise mentioned. v) All coarse aggregate to be of 20mm. maximum size & uniformly graded unless otherwise mentioned. vi) The water tank and other tanks shall be executed strictly as per following criteria without any additional cost. a) The water tank and other tank work shall be executed as per IS 3370 latest editions in addition to other relevant IS code mentioned elsewhere. b) The minimum cement content for water retaining structures tank shall not be less than 330 kg/cum and not more than 400 kg/cum. c) During construction of raft slab of underground tank, lift pit dewatering shall be continuously carried out to avoid development of water pressure. d) Dead load in the form of sand bag shall be placed on the raft slab of underground tank, lift pit, so as to counteract the pore pressure until the walls are constructed and back filling is done. Number of sand bags required and time period of loading etc. shall be at the discretion of the Engineer in Charge. vii) For all RCC items, the rates quoted shall include the following without any extra cost to the Department. a) Spacers to maintain clear cover for reinforcement. b) Fixing at correct level and in proper alignment the inserts, pipe sleeves, pipe bends, hooks, other pipe specials etc. supplied by/ through the dept. c) Making cut-out wherever required including cutting the form works etc. d) Test for Concrete shall be done as per IS 456-2000 and the cost of the same shall be borne by the contractor.

Providing RCC conforming to IS 456-2000 at all locations, floors and levels, substructure, superstructure, all shapes, for all type of structural/ RCC elements of different geometric shapes like circular, semi-circular, curved, triangular, inclined, sloped etc., any slopes using graded stone aggregate of 20mm. and down graded including machine mixing, conveying, placing in position, mechanical consolidation, finishing, curing etc. complete all as per drawing and specifications, but excluding the cost of form work and steel reinforcement (which shall be paid under relevant item).

RCC of grade M-30

RCC of grade M-40

Extra for providing RMC (Ready Mixed Concrete) conforming to IS : 4926 (latest) in lieu of conventional RCC and PCC items supplied by approved RMC manufactures for all type of structural elements/ RCC elements and misc. works including transporting, pumping etc. complete as per instruction of the Engineer in charge.

i) The contractor shall obtain prior approval of RMC manufacturer from Engineer in Charge in writing. ii) This item shall be measured in addition to the original items of RCC and PCC of any grade mentioned elsewhere in Schedule of Quantities for substructure. iii) The rate shall apply for all levels and locations including all type of structure etc. complete. iv) Extra for RMC in lieu of conventional RCC and PCC of any grade mentioned elsewhere including SWD etc. shall be measured and paid under this item for sub structure

Providing, erecting, fixing in position, striking/ removing and cleaning steel/ timber shuttering and centring for form work in sub / super structure at all floors, level and locations for all geometrical shapes, in plain, curved surfaces of structural/ RCC elements including chamfers, splays, keys, wedges props, rails, bracings, props, brackets, cutting holes for pipes etc., providing and applying approved form oil on all surfaces of form work coming in contact with concrete including close hacking of all exposed concrete work after removal of form work, all materials, labour etc. complete as per specifications, drawings & as directed by the Engineer-in-Charge. (Area of form work in contact with concrete shall only be measured for payment and stop boards for construction joints will not be measured for payment).

For all type of structural/ RCC elements. i)Area of form work in contact with concrete shall only be measured for payment and stop boards for construction joints will not be measured for payment). ii) The rate of formwork shall include all type of structural / RCC elements and geometric shapes including circular and any other curved surfaces.

For Bridge Deck etc.:- Providing, erecting, fixing in position, striking / removing and cleaning steel shuttering & centring for form work using water proof plastic laminated ply, steel stanchion, girder, I section/ channel section etc. with adequate bracing, including making temporary rigid footing to take the load of staging/ concrete for following at all level and locations for all geometrical shapes in plain, curved surfaces of structural / RCC elements including chamfers, splays, keys, wedges, props, rails, bracings, brackets, cutting holes for pipes etc., providing & applying approved form oil on all surfaces of form work coming in contact with concrete including close hacking of all exposed concrete work after removal of form work, all materials, labour etc. complete as per specifications, drawings and as directed by the Engineer-in-charge. (Area of form work in contact with concrete shall only be measured for payment and stop boards for construction joints will not be measured for payment).

Notes: i) Design , calculations details , drawings for scaffolding with intermediate/multiple staging shall be submitted well in advance and prior written approval of form work shall be obtained from the Engineer -in-Charge before commencement of work ii) The cost of shuttering shall include temporary footing to support the staging, use of crane if required for lifting/ placing the staging in position etc all completes. (Cost of any supporting wires cables safety gears metal scaffolding metal shuttering or any mandatory material shall be borne by the contractor and shall not be measured for payment).

Reinforcement for RCC works including supplying, delivering, storing of various diameter as required at site of work including loading, unloading, transporting, decoiling, straightening, cutting, bending, placing in position at all Substructure and Super structure levels and binding with 18 gauge soft drawn annealed steel binding wire etc. complete as per specifications and drawing. Notes:- i) The cost of binding wire shall be borne by the contractor and binding wire shall not be measured for payment. ii) Fusion Bonded Epoxy Coating shall be carried out as per IS 13620:1993 latest edition. iii) The contractor shall obtain prior written approval in advance from the Engineer in Charge for the factory for Fusion Bonded Epoxy Coating of reinforcement steel.

With Thermo-Mechanically Treated bars of Grade Fe 500D/550D manufactured by SAIL, TATA STEEL & RINL only.

With Fusion Bonded Epoxy Coated Thermo-Mechanically Treated bars of Grade Fe 500D/ Fe 550D manufactured by SAIL, TATA STEEL & RINL only, including binding with fusion bonded epoxy coated binding wire

Providing and fixing of Fusion Bonded Epoxy Coated Mesh of 100X100x4 mm IRC fabric to be provided centre to centre in 50mm nominal cover and to tied/welded to slab reinforcement as given in structural drawing or as directed by EIC

Providing and fixing "Class-H" parallel threaded couplers conforming to IS:16172 to reinforcement bars, at all floors, levels & locations including threading, enlargement at connection by forging, protecting the prepared reinforcement bars and related operations as required to complete the works, maintaining proper quality control, including all required labour, material, scaffolding, tools & plants etc complete all as specifications, drawings and as directed by Engineer- in-Charge

Coupler for 32 mm diameter reinforcement bar

Coupler for 25 mm diameter reinforcement bar

Coupler for 20 mm diameter reinforcement bar

Coupler for 16 mm diameter reinforcement bar

Disposing off the surplus excavated materials by mechanical transport for following lead and lift including loading, unloading, spreading, levelling etc. complete all as per specifications and as directed by the Engineer-in-Charge.

Notes 1: - (i) Voids @ 20% for soils and 50% for soft rock/hard rock shall be deducted from fully loaded truck measurements to arrive at net quantity of payment in case direct measurement is not possible. Note 2:- Regarding disposal of Construction waste from site of work, the agency has to abide by the guidelines of Construction and Demolition (C&D) waste management plan as approved by MCGM and any other regulations issued by statutory authorities in the matter from time to time and Department is not responsible in any way in this regard :- (i) Royalty for excavation, transportation, filling of earthwork etc. including obtaining permission from statutory authority shall be borne by the contractor. (ii) Contractor shall strictly follow the statutory rules and regulations of the Construction and Demolition Debris Management Plan for project site. (iii) Surplus Excavated materials shall be disposed from construction site at approved disposal ground of MCGM including cost of necessary statutory charges, applicable. (iv) Construction debris shall also be disposed from construction site at approved disposal ground of MCGM including cost of necessary statutory charges, applicable. Contractor shall submit irrevocable Bank Guarantee for the amount as insisted by MCGM for the purpose of ensuing compliance of the Waste Management Plan/Debris Management Plan approved by the Municipal Corporation from time to time, till the grant /issuance of the occupation certificate and charges for same will be borne by Contractor. NOC from C&D Waste Management Department of MCGM shall be submitted by the agency after submission of Bank Guarantee. (v) Contractor shall submit acknowledgement of challan for each trip for unloading of Construction and Demolition waste material as per the standard format. (vi) Contractor shall be responsible and liable for penalty, if any, as prescribed by the Local Authority in case of non-fulfilment of the procedure laid down in the Construction and Demolition Debris Management Plan.

Disposing off the surplus excavated materials by mechanical transport to the lead 5 KM. including loading, unloading, spreading, levelling etc. complete all as per specifications and as directed by the Engineer-in-Charge.

MCGM approved dumping yards outside Anushaktinagar.

Supplying, filling, spreading and levelling well graded granular filling at the back & sides of retaining wall at all depths for all lifts and leads all complete as per specifications, drawings and as directed by the EIC. Note: Filter media should be well graded with size of coarse aggregate size varies from 1.5mm to 65mm

Using stone received from rocks at site and from available rocks at designated site within lead of 5Km and all lift, including breaking, cutting or chiselling to meet required shape and size for granular filling work.

Using stone supplied by the agency

Using well graded Filter media and filter grade geotext behind the Retaining wall /Abutment/Walls etc. and as directed by EIC, up to total depth with thickness not less than 1.5m behind the wall with proper wipe holes arrangements shown in drawing or given specification in PH drawing or as directed by EIC.

Supplying and fixing 110mm/160mm dia PVC-SWR, grade-A pipes of approved make and with ISI mark for weep holes including laying the pipeline to proper slope and gradient, including cutting to required length etc. and including all fittings and fixtures , clamps , and finishing the outer face with matching cement slurry and cement paste @1000mm centre to centre at retaining walls and drains, staggered in RCC/ RRM masonry/ Brick Masonry wall etc. Complete all as per specification and as directed by the Engineer-in-Charge.

110mm dia

160mm dia.

Galvanized Structural steel work using angles, channels, joists, bars, tubes, SHS, RHS and other sections, welded and / or bolted in built up sections for Gates, structural steel floors, frameworks, monorails and other structures including supplying, cutting, welding, fabricating, bending to shape (Curve and as approved design / any shape as per drawing) hoisting/erecting, wastages, fixing in position, scaffolding, bracing, providing and fixing in position with necessary Masonry / RRM / RCC fasteners, making holes /chases wherever required and fixing / embedding in position in concrete / brick work / RRM with necessary heavy duty holdfasts /screws & rawl plugs and finishing the concrete/ brick work/RRM after fixing / embedding including getting hot dip galvanizing treatment of application of zinc coating of 460gsm (both side inclusive) as per IS:277 to all MS work in approved galvanizing plant etc. and applying two coats of approved metallic shade and colour of synthetic enamel paint over a two coats of a priming coat of approved zinc chromate steel primer etc. complete all as per specifications, drawings and as directed by the Engineer-In-Charge

Notes for plastering works :- a) Before commencement of plastering, the area shall be cleaned, wetted and shall be marked with 'Thiyyas' or 'Tapanis' and shall be got approved by the Engineer in Charge. b) Whenever the electrical contractor/ agency has to fix up switch boxes in walls, necessary Thiyyas or 'Dhadas' shall be arranged prior to plastering so that the electrical boxes are fixed properly in line with the finished plastered surfaces. c) Finishing around the junction boxes shall be done at all floor, level and position to the line, level and right angles as required while carrying out plastering work. d) No extra claim/cement consumption shall be entertained by the Department for the plastering done more than the specified thickness shown in the schedule of quantities, to bring the plastered surface to perfect line, level and plumb with adjoining columns and beams.

Providing 12 mm thick plastering in single coat over concrete surfaces, top of coping, bed of drains etc. using Ready Mix Plaster (having CM 1:4) of approved make at all levels & lead, finishing smooth with neat cement to correct line, level, plumb and curing etc. complete all as per specifications, drawings & as directed by E-I-C. Note: i) The cost includes scaffolding, curing, sponge finishing/ neat cement finish, waterproofing agent / bonding agent etc.

Providing and laying stone pitching 230 mm thick using spotless stones including preparation of surfaces, cutting, levelling and dressing the undulations, setting the stones to proper slopes, providing through stones etc. including grouting the joints in stone pitching with Ready mix mortar (having CM 1:3) and pointing the surface with same mortar etc. complete all as per specifications, drawings and as directed.

with stone supplied by contractors

with stone supplied by department from available excavated boulders/rocks including breaking, cutting or chiselling to meet required shape and size for 230mmm thick stone pitching including all lead upto 3km and lifts

Providing random rubble masonry with rough dressed hard stone below plinth in foundation, plinth, retaining wall etc. as given below in ready mix mortar (having CM 1:4) including through stone, header stone, bond stone, quoins etc. well packed including filling the interstices with smaller stone chips, striking, raking out joints and finishing the joints, including scaffolding, curing etc., all complete as per specifications and as directed by Engineer - in - charge.

with stone supplied by contractors

with stone supplied by department from available excavated boulders/rocks including breaking, cutting or chiselling to meet required shape and size for 230mmm thick RRM work including all lead upto 3km and lifts

Cement pointing to Random Rubble Masonry wall with Ready mix mortar (having CM 1:3) including raking out joints, pointing neatly and finishing the joints, curing, scaffolding etc. complete all as per specifications, drawings and as directed by the Engineer in charge.

Raised and cut pointing

with stone supplied by contractors -230 mm consolidated thickness materials within a lead of 150m and all inherent lifts etc. to the required location as directed by the Engineer -In-Charge.

with stone supplied by department - available excavated boulders/rocks including breaking, cutting or chiselling to meet required shape and size for 230mmm consolidated thick soling within a lead of 3km and all inherent lifts etc. to the required location as directed by the Engineer -In-Charge.

Providing and laying NP 3 class RC hume pipes of dia. as mentioned below including making holes in masonry/ concrete work wherever required and making good the holes after laying the hume pipe with necessary collar joints using stiff mixture of cement mortar (1:2) all complete as per specifications and as directed by Engineer-in-Charge.

150 mm dia.

250 mm dia.

Providing and fixing 20 mm thick Shalitex bitumen impregnated board for expansion joints, with application of primer coat on concrete surfaces including foundations and wall faces at all levels per drawings or as directed by EIC.

Providing & fixing MS J bolts & nuts, fully / partly threaded Mild steel holding down anchor bolts (from size 16mm dia to 32mm dia upto 500mm length) for street light poles of required size as per structural drawing of 4.8 grade including cutting, fabricating, welding, bending to shape, wastages, fixing in positions at all levels and locations with necessary welding /tying with binding wire and embedding in position in concrete etc. and including fixing the bolts in position properly using templates, and protecting the threads from damage, complete as per specifications, drawings, and as directed by EIC.

Providing copolymer polypropylene steel reinforced plastic Foot-rests / Steps of Patel brand or eq. as per ASTM D - 4101 specification and moulded a 12 mm dia. IS - 1786 grade Fe - 415 steel reinforcing bar and in U shape having dimensions 263 x 168 mm and fixing in concrete / wall as shown in the drawing and as directed all complete. Note: All Foot-rests provided for PH work will be measured under this item

Proof rolling with 8/10 tonne power roller over sub-base of the road to achieve proper consolidation including watering etc. complete as per specifications, drawings and as directed by the Engineer-in-Charge.

Construction of granular sub - base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per MORTH specifications 401. (The material of the GSB layer confirming Table 400.1 shall be spread in layers of uniform thickness of 200 mm compacted thickness).

Providing, laying, spreading and compacting stone aggregate for Wet Mix Macadam as per (MoRTH grade TABLE 400-1. GRADING FOR CLOSE-GRADED GRANULAR SUB- BASE MATERIALS compacted layer shall not be less than 75mm and shall not be more than 200mm) specification including premixing the material with water to OMC in wet mix plant as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with motor grader/ Front end Loader/paver finisher, in sub base/ base course on a well prepared under base and compacting with vibratory roller to achieve the desired density including lighting, guarding, barricading and maintenance of diversion etc by mechanical means at all leads & lifts all as directed by EIC and per MORTH Specifications, clause 406.

Providing and laying Dense Graded Bituminous Macadam (Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP / DMP 60-90 TPH capacity / 80 - 100 TPH Capacity using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects, with VG30 grade bitumen etc as per drawings as directed by EIC

Providing and laying semi dense bituminous concrete 25mm thick using crushed stone aggregates of specified grading, premix with bituminous binder at 4.5 to 5% of mix and filler, transporting the hot mix to work site laying with paver finisher with electronic sensor to the required grade, level and alignment and rolling with smooth, vibratory and tandem rollers to achieve the desired compaction and density as per MORTH specifications clause no. 500.8 complete in all respects as per MORTH specifications 508. with VG10 grade bitumen as per drawings as directed by EIC

Tack Coat - Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom etc. complete as per specifications MORTH specification no. 503

Tack Coat - Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom etc. complete as per specifications MORTH specification no. 503

Providing and laying at or near ground level factory made Bull nose kerb stone (size 600x450x125mm) of approved manufacturer of M-25 grade cement concrete in position to the required line, level and curvature, jointed with ready mix mortar (having cement mortar 1:3 (1 cement: 3 coarse sand)), including making joints (average thickness of joints except at sharp curve shall not to more than 5mm), 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).

Providing and fixing precast water table, of approved make and splay or flush type made of cement concrete of grade M-40 (using graded stone aggregate of 20 mm thick max. size) of approx. size 500 X 325 mm and 100 mm thick, including necessary form work, consolidation, finishing. curing, fixing with ready mix mortar (having CM 1:3), jointing and pointing in ready mix mortar (having CM 1:3) etc. complete as per specifications and as directed by Engineer-in-Charge.

Providing, laying & fixing precast interlocking paver blocks of following grade of approved make, over a layer of 50mm thick stone dust over well consolidated sub-base including filling the joints with stone dust etc., transporting to site, placing to proper line & level, finishing the top surfaces with two coats of lacquer finish etc. including cost of all materials labour, tools etc. complete as per specifications, drawings and as directed by Engineer-in-Charge.

60 mm thick with paver block of M35 grade of approved design and colour

80mm thick with paver block of M40 grade of approved design and colour

Providing and fixing 900mm and 1200mm dia NP-4 ISI marked hume pipes in trenches, jointing the pipes with CM 1:2 with Spigot and socket joint, laying to the required line, levels, scope etc. Complete as per specification and as directed by Engineer-in-charge.

900 mm dia NP4 ISI marked hume pipe

1200mm dia NP4 ISI marked hume pipe

Providing & fixing precast EVERLAST Composite Manhole covers as per approved by BMC / E.I.C tested as per IS:1726. with engraved name of department and year as specified/approved, including cost of necessary hardware, 1:2:4 grade concrete for fixing frame, bed block (bearing course) and capping including necessary form work and CM 1:2 mortar for fixing the frame & for plastering exposed surfaces of concrete bed block (bearing course) and capping finished smooth with floating coat of neat cement etc., complete as per specifications, drawings and as directed by the Engineer-in-Charge.

Square Heavy duty (Grade HD - 20 designation as per IS:1726) frame and cover size 300 x 300mm

Rectangular Heavy duty (Grade HD - 20 designation as per IS:1726) frame and cover size 900 x 600mm

Square Medium duty (Grade MD - 10 designation as per IS:1726) frame and cover size 300 x 300mm

Rectangular Medium duty (Grade MD - 10 designation as per IS:1726) frame and cover size 900 x 600mm

Note : Shade, Colour and design pattern to be get approved from Engineer-in-Charge.

Supplying & fixing 120 mm thick designed to sustain the vehicular load of 20 Tones heavy duty precast steel fibre reinforced concrete (SFRC) covers with or without perforations of required size capable to sustain the following vehicular load, of approved make and including cost of necessary steel reinforcement, forms/ moulds etc. transporting, laying at proper place and location over the storm water drain etc. complete as per specifications, drawings and as directed by the Engineer-in-Charge.

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-1997. The finished surface to be level, uniform and free from streaks and holes.

Road Markers/Road Stud with Lens Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BIS:873, part-IV:1973)

Metal Beam Crash Barrier: Type - B, "THRIE" : Metal Beam Crash Barrier (Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 811.3)

Carrying CBR test for subgrade as per IS 2720 (LR) & IRC 37 (LR) at the NABL approved lab including proctor density test and OMC & MDD test at lab and submitting the report to EIC.

Providing and fixing Expansion joints on the bridge as per specification, drawing and as directed by the Engineer in Charge.

200x16mm thick Copper plate with oval shaped slot to be clamped to RCC beam as shown in drawings.

Baker rod 75 mm dia.

Baker rod 25 mm dia.

AC Sheet/ Aluminium flat with RAWL PLUGS & Screws with oval shaped slot & washer 300x6mm size

Natural Rubber profile (1.6mm thick) with oval shaped slot to be clamped to RCC beam

Flexible filler consists of polymer modified bitumen binder & single size aggregate of 12.5mm nominal size

Polysulphide sealant or silicon seal or equivalent of 25mm thick

Note: Complete as per Drawing or Specifications and as directed by Engineer - in - charge.

Providing and fixing Solar Blinker Light 300 mm dia, LED Aspect made of FRP/Poly carbonate with battery backup fitted on 150 mm dia MS pipe - 3.0 metre long from the ground level, firmly fixed to the ground by mean of properly designed foundation with M-15 grade cement concrete 60cm x 60cm x 60cm, below ground level

Retro- reflectorized Traffic signs (Retro- reflectorized Traffic signs (Providing and fixing of retro- reflectorized cautionary, mandatory and informatory sign as per IRC:67- 2012 made of retro-reflective type sheeting vide clause 801.3 With Aluminium Sheeting of 1.5 mm thickness, fixed over aluminium sheeting of required thickness supported on a mild steel frame of size 40 x 40 x 5 mm and mild steel angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45cm x 60cm, 60 cm below ground level as per approved drawing and painting all complete.

600mm equilateral triangle

600mm circular

600 mm x 600 mm square

Providing & laying UPVC under ground drainage pipes & Fittings of approved make for storm water drains & Sewer lines of following size conforming to IS:15328 to proper level & grade, jointing including providing coupler with cement solvent / welded joints / as per manufacturer's requirement, encasing the pipe using course sand complete all as per specifications, drawing and as directed by the E.I.C. Item includes providing and fixing UPVC fittings such as Bends, Tees & Y, Reducers, Blanking Plugs, Couplers, Adaptors etc. all complete.

For Drainage & Rain Water Works

110 mm DN (SN 8kN/m²-SDR34)

160 mm DN (SN 8kN/m²-SDR34)

200 mm DN (SN 8kN/m²-SDR34)

Providing and fixing stainless steel pipe hand rail at top of retaining wall at all levels conforming to 304 grade of steel, of schedule 10 -S. having the 600 mm height approximately and pattern is 100 mm dia N B pipe horizontal at top, 50 mm dia NB dia horizontal pipe at middle and 50 mm dia NB vertical 1.0 m C/C all as per approved pattern and design in drawing including necessary S.S bends,tees,welding/nut-bolt necessary anchoring, polishing and fixing in concrete/wall with SS lugs, making pockets, concreting, making good the surface etc. as per specifications drawings and as directed by the Engineer-in-Charge.

Total of Part:- A : SWD, Road Work, Bridge & Retaining Wall

Part B:- Cutting, Relocating and Replantation of Trees

Taking photograph of the specified trees, after transplantation showing its Number clearly, and other details so, as to recognize properly, developing, printing and handing over one copy of each photograph with album, including its digital CD version etc. complete as directed by E.I. C..

Taking video graph of the specified trees before & after transplantation showing its Number and other details including the entire operation such as trimming the tree, making the ring, removal of tree, root treatment, lifting by crane, transplantation at specified locations, excavation of pits, filling with soil, manure, watering, editing the CDs by allocating approx. 15 minutes time for each tree, etc. as directed by E.I.C.

Transplanting of specified tree by pruning suitably as directed excavation of trench around the root ball of the tree at least one meter away from the trunk, cleaning of the site where the trees are to be transplanted, excavation of receiving pit of size 2.5X2.5 x 1.5 mtrs, filling it with 50% excavated good quality soil and 50% with good quality red garden soil & good quality FYM, in 1:1 proportion(cost of soil & manure is taken in Item no 3 & 4), saturating it with water for at least 3 days, cutting the roots of trees sharply without damaging them excessively, wrapping of the whole trunk of tree with hessian cloth to avoid damage to the bark while lifting/transplanting, lifting & shifting of the tree to the site of transplantation (within Mandala & Anushakti nagar) providing proper support after transplantation, applying growth hormones and fungicides to the trees including disposal of cut branches, waste to the dumping yard, etc all as required and directed by Engineer-In-Charge.

Cutting of specified trees small-mid size trees girth 1-4 ft. only identified by Engineer-in-charge from ground level, taking out the roots upto 1mtr. depth(1x1x1 cu. Mtr.), and area should by levelled properly. All the cut wood and its branches by removed from site quickly, disposing the branches, leaves roots and twigs at Tapti dumping ground at Anushaktinagar, cutting of trunk into logs for transportation and clearing of site immediately, including taking permission of forest department without any cost to department, all as required and direction by the Engineer-in-Charge

Supply of good quality Red garden soil, free from grass and weeds at site directed by Engineer-In-Charge (Qty will be measured as per truck body measurements filled with manure without deduction of voids)

Supply of good quality farm yard manure, free from grass and weeds at site directed by Engineer-In-Charge (Qty will be measured as per truck body measurements filled with manure without deduction of voids)

Total of Part:- Part B:- Cutting, Relocating and Replantation of Trees

PART C : ELECTRICAL WORKS Note:- Electrical works to be carried out by agency having a valid Electrical contractor license.

L.T Cables: Supply, installation, testing & commissioning of 1.1 KV grade aluminium/ Cu stranded circular/ sector shape core conductor with XLPE insulation, extruded PVC inner sheathed, G.I flat strip/wire armoured, extruded FRLS grade antirodent & anti termite PVC (ST-2) outer sheathed cable conforming to IS : 1554 Part I / IS 7098 Part-I with latest amendments, fixed on wall/existing HDPE pipe/ existing cable tray /existing hume pipe/ trench/ shaft/pit/ on 5mm thick M.S. flat /GI spacer/angle/ support fixed with coach screws/grouted in wall/anchor fasteners 2mm. thick G.I. fabricated saddle, all fixing accessories, etc complete including painting of M.S spacers/angles and saddles as per enclosed detailed specifications, drawings & as per instructions of the E-I-C & of the following sizes : Note: 1) HDPE pipe shall be measured separately under section III- Miscellaneous item of Electrical items 2) Sealing of hume pipes with wooden bushes after cable laying shall be included in the scope of work. 3) Clamping of cables on trays including supply of clamping materials as per instruction of EIC shall be included in the scope of work.

4C x 16 sq.mm Al conductor cable

LT Cables End Joints: End jointing of following sizes of cable by crimping with supply of all jointing materials like solderless tinned copper cable socket, double compression brass cable glands, gland earthing, insulation tape, flux, duplicate interconnection between gland earthing strip & to the nearest earthing bus terminals as per the drawings, specifications and as per the instructions of the Engineer-in-charge.

4C x 16 sq.mm Al conductor cable

Street Light Poles: Design, manufacture, testing at works, supply, assembling, installation, and erection of Octagonal pole internally & externally hot dipped galvanised , fabricated out of 3mm thick sheet as per relevant I.S, complete with built in junction box, base plate size 200 X 200 X 16 mm, as per detailed specifications. Junction box should be provided 500 mm above base plate with 4 Nos brass terminals on epoxy insulator,1 no. 6A SP MCB (D-curve) & 1 no. neutral link mounted on 4 mm thick Bakelite sheet, gland plate etc. Base plate should have 4 nos holes suitable for mounting on existing RCC foundation 200 mm above FGL. The cost of pole shall include the cost of foundation bolts, anchor plates, nuts, washers, min 2nos.HDPE PLB pipe 50/40 mm dia bend to shape min. 1.5m. in length as per instructions of Engineer-In-Charge.

Notes: 1) The cost of excavation, PCC, RCC foundation items shall be measured under relevant Civil items in SOQ. 2) The RCC foundation design for poles shall be submitted as per site condition for dept. approval.

9m pole with 1 no. 1.5 m bracket fabricated out of galvanised pipe of 40 NB medium class.

4m pole with 1no. 1.2m bracket fabricated out of galvanised pipe of 40 NB medium class.

High Mast : Supply & erection of 12.5m high mast made of BSEN 10025 grade mild steel, polygonal and continuously tapered in two sections, hot dipped galvanised and suitable for wind velocity as per IS 875 Part-III. The high mast shall be complete with following accessories: 1) Head Frame. 2) Galvanised moveable lantern carriage suitable for 6nos. luminaires and its control gear boxes as per design 3) Double drum winch. 4) Compensating disc. 5) SS hoisting rope. 6) Trailing cable. 7) Lighting finial. 8) Foundation bolts and nuts. 9) Anchor plate and template. 10) Integral power tool at the base compartment. 11) An electrical junction box at base of mast at door level with 32 A four pole isolator, suitable socket for terminating trailing cable, 5pin 415V 16/20A socket for three phase power tool operation complete with internal wiring etc. as required to complete the work in all respect as per instructions of the E-I-C. Also the cost shall include Feeder Pillar for outdoor purpose with Analogue Timer and Power Contactor and 10kV Surge Protector, erection of high mast with the help of suitable equipments, wiring, testing and commissioning of complete as required and as per instructions of E-I-C.

Note: 1) The cost of excavation, PCC, RCC foundation items shall be measured under relevant Civil items in SOQ. 2) The RCC foundation design for poles shall be submitted as per site condition for dept. approval.

Fitting & luminaires for Street Light : Supply, Installation, testing & commissioning of following LED luminaires on existing poles, including internal wiring with 3 Core 2.5 sq.mm FRLS PVC insulated copper conductor cable from terminal box at bottom of the pole to the luminaire, earthing of luminaire etc as per instructions of the EIC. Note: 1) The scope includes providing suitable nipple to mount the LED luminaires on existing poles. 2) Independent wiring to be done for each fixture from terminal box. 3) No negative tolerance is allowed on the min. system performance parameters indicated in SOQ & specifications.

Street light LED luminaries having a minimum efficacy of 110 lumen/watt and a minimum output of 11000 lumens, with 4000 to 5700 degree K CCT & pressure die cast Aluminium housing, UV stabilized polycarbonate / toughened glass diffuser having IP66 & IK07 protection etc. as per specifications

Street light LED luminaries having a minimum efficacy of 110 lumen/watt and a minimum output of 3500 lumens, with 4000 to 5700 degree K CCT & pressure die cast Aluminium housing, UV stabilized polycarbonate / toughened glass diffuser having IP66 & IK07 protection etc. as per specifications.

High Mast LED Flood light Luminaire having min 18000 lumens system output, efficacy 120 lumen/watt , colour temperature 4000 to 5700 0 K, & pressure die cast (PDC) aluminium housing, UV stabilized polycarbonate/toughened glass diffuser having IP 66 & IK 07 protection, etc. as per specifications.

Twin dome Aviation obstruction lights with LED luminaire

Earthing of street light pole with 2 nos of 8 SWG G.I earth wires each 8 m long coiled in 1m dia at a depth of 1400 mm below ground level complete with soldering and connections with sockets etc all as per drawings specifications, and as per instruction of E.I.C

Supply, installation, testing & commissioning of GI Pipe earthing for high mast with 4.5m. Long 40mm dia GI pipe as per IS 3043 including connection to high mast earth terminal with 25x3 mm GI flats, providing masonry enclosure with cover plate, watering pipe etc. complete as required and as per instructions of E-I-C. (For high mast earthing) Excavation shall be included in the present item.

M. S. Boxes : Fabrication, supply and installation of M.S. supports / boxes as per specification.

MS Fabrication : Supply, fabrication and installation of supports using MS channel/angle/flat/MS rod hangers etc. including painting with two coats of primer and two coats of epoxy paint of approved shade as per instructions of EIC.

Supply, installation of 40 mm dia GI pipe of B class sleeves in beams/ column/ slab for passing electrical cables/conduit as per instruction of E-I-C.

HDPE pipe: Supply & laying of 50/40 mm OD/ID self lubricated HDPE pipes in ground at a depth of 600mm including excavation in all types of soil except soft & hard rocks, cutting of existing footpath, road, etc., sand bedding, laying of warning tape on. Note: Only Excavation in soft & hard rock shall be measured separately under relevant Civil items in SOQ.

Supply and installation of 200mm flexible HDPE pipe Providing & laying HDPE double wall corrugated pipes & fittings of approved make for storm water drains, Sewer lines & electrical conduits of following size conforming to IS:16098 (Part-2) to proper level & grade, jointing including providing coupler with cement solvent/welded joints as per specifications, drawings and as directed by E.I.C. Note: 1. Item includes Providing & fixing HDPE fittings such as Bends, Tees & Y-reducers, Blanking plugs, Couplers, Adaptors, etc. 2.All type of Excavation shall be included in relevant civil item

Total of Part C : ELECTRICAL WORKS

Prakash Engineers & Infraprojects Pvt.Ltd.

Prakash Engineers & Infraprojects Pvt.Ltd.