Omnibus Industrial Development Corporation Limited Tender
View complete overview of Daman & Diu OIDC Tender
Omnibus Industrial Development Corporation Limited - OIDC Tender
Civil And Construction
Road Construction
Eprocure
Opening Date28 Feb 2024
Closing DateCancelled
Tender Amount₹ 14,06,85,470
Costs
EMD
₹ 24,06,855Document Cost
₹ 1,770Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_DAMAN_3441_1Tender No
OIDC/DMN/CD/2024/150Tender Authority
Omnibus Industrial Development Corporation Limited ViewPurchaser Address
-Website
http://ddtenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
Rolling and consolidation of soling including filling in depression which occur during the process, with power roler 8 tonne to 12 tonne.
13294.05
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Construction of subgrade :- Earthwork for embankment including breaking clods, dressing with all lead and lift and including watering rolling and consolidation of ubgrade in layers at O.M.C. to required dry density including filling the depression which occur during the process using power roller 8T to 10T.(E) From Borrow area within 3.0KM. lead all complete as directed by Engineer-in-charge.
6279.08
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Granual sub base- Plant Mix Method (Providing, laying, spreading and compacting 200 mm thk. graded stone aggregate material in sub base course including mixing in a mechanical mix plant at OMC , carriage of mix material, spreading in uniform layers with motor grader for sub base including spreading of stone dust to fill up voids on the surface and watering compacting with vibratory roller to achieve CBR value not less than 30 as per MORTH and the desired density (as per designed mix determined density) including all materials, labour, machinery.etc completed. as per clause 401 ) - Grading II 1st & 2nd Layer
3328.05
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Providing and laying of dry lean cement concrete (DLC) of M15 grade and compacting the same with 8 to 10 Tone vibratory roller as per the specifications and as per drawing and as directed by the Engineer. Rate shall include cost of formwork if any.
1883.72
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PQC M40 concrete:- Providing and laying in position Pavement Quality Controlled Concrete of M-40 grade, for the mix design of PQC concrete IRC:44 shall be referred, using cement content as per design mix- OPC 53 Grade cement-maximum cement content shall not exceed 450 kg/m3 of concrete and fly ash shall not used in concrete, using coarse sand and graded stone aggregate, maximum size of coarse aggregate shall be as per IRC:44, adding admixtures and adding polyester fiber (6 mm) of triangular cross section having tensile strength of 4000 to 6000 kg/cm2 like Recron 3S or equivalent fiber by using 125 gms fiber per 50 kgs cement used as per the design mix of the specified workability, Cement concrete manufactured in automatic batching plant (RMC plant) from standered cement manufactrurer like Ultra tech, Ambuja & ACC transportation to site in transit mixer, laying at site, spreading and compacting mechanically by using Concrete Paver CD 255 with min Engine Capacity of 60 Hp,Hydraulic Driven 3 Full Width Tubes ( 14 ~ 22 Ft ) for Screeding, Augering excess Mix, Consolidation and Final Roller Compaction with variable RPM for Forward / Reverse, coupled with Hydraulic frame mounted Gang Vibrators min. 58 mm Dia of max. 600 mm distance apart with variable Vibration and Immersion depths controlled by Operator Console & Sensor mounted to detect Grade and Variation of Channel alignment of +/- 3 min variation and alarm sounded for variation detected.The Paver must be capable of addressing depth of min 75 mm to 500 mm and balanced by water ballast filled tube for even weight distribution across Paver width. , including providing Separation membrane shall be impermeable Polyethylene sheet 150 micron thick as per IS:2508, transparent or white in colour laid flat with minimum creases, the separation membrane may be nailed to the lower layer with concrete nails, including cost for provision of contraction/ expansion, construction & longitudinal joints by groove cutting machine (groove cut depth and width shall be as per IRC:15) as per drawing and including cost for sealing all the joint by sealent and debonding tape as specified in IRC:15 chapter no.8, curing by ponding of water for min. period of 21 days, including fixing Dowel bars and Tie bars as per drawing with use of cradles/chairs (cost of Dowels/tie bars/cradle chairs shall be paid extra in separate item) all complete including all materials, labour, machinery, formwork with all leads and lifts etc. as per specifications and directions of Engineer-in-charge.
3767.45
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Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level
40179.77
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Anti-corrosive coating to all dowel bars, tie bars, Cradles/dowel chairs: Providing fusion bonded Epoxy coating not less than 175 micron thickness and up to 300 micron to reinforcement bars as per IS‐13620‐1993/ASTM‐775 M including testing of coating at plant and all taxes etc. all complete as per direction of Engineer-in-charge.
128.45
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Dowel Bar Paint: Proving and applying Bituminous/Asphalt based compound like Adobreak which will harden on dowel bars to form a thin plastic sheath, applied at a rate of up to 1.8 - 3.6 m2 per litre at least 60 per cent of the length from one end for dowel bars.
378.13
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Expansion joint: Providing 20 mm thick expansion joint by providing and fixing CAPCELL HD ‐ 100 pre‐moulded compressible filler board in black colour confirming to MoRT&H Specifications (Clause 1015), having minimum density 95kg/cum.metre, non‐staining with less than 1% water absorption & compression recovery of 93% minimum as per specification for 20 mm wide expansion joint including cutting to required size and shape at all levels. Including applying the elastomeric joint sealan two component, high performance polysulfide formulation conforming to BS:4254 and ASTM C 920 having weathering resistance to ultra‐violet rays and shall exhibit shore A hardness of 25 and have movement accommodation factor 25% including using of compatible primer of approved standard etc. all complete as directed by Engineer-in-charge.
79.8
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Cap of Dowel bars:- Supplying, fixing in position Cap of Dowel bars mm long & 40 mm dia for 32 mm dowel bar, tough and durable plastic cap on dowel bars including filling compressive material in cap, a closely fitting cap 100 mm long with closed end consisting of G1 pipe or stiff plastic of 2 mm thickness shall be placed over the sheathed end of each dowel bar. An expansion space at least equal in length to the thickness of the joint filler board shall be formed between the end of the cap and the end of the dowel bar by using compressible sponge. To block the entry of cement slurry between dowel and cap it may be taped all round etc. all complete as directed by Engineer-in-charge.
805
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Removal of Unserviceable Soil with Disposal (Removal of unserviceable soil including excavation, loading and disposal as per directed but excluding replacement by suitable soil which shall be paid sperately as per clause)
13813.97
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Street Furniture:-
Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-1977. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with retro refiectivesheeting as per latest M.O.S.T.Specifications; 3.1m long stand postand frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as required; painted with bestquality epoxy coatings in black andwhite bends. The details of symbol foreach board shall be as per theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 7 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor.(B) Class-B Type-4 Retro Reflective sheeting..(B) High Intensity Grade.
5
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Regulatory/Mandatory signs :Providing and fixing sing boards made out of 2mm aluminium sheet; size 60cms. diameter circle as per the design of IRC-67-1977 pre treated with phospheting process & acid eteching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand post and frame fabricated from suitable size iron angle of 35 x 35 x 3mm 75x75x6mm as required; painted with best quality epoxy coatings in black and white bends. the details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each for each leg including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 7 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor (B)High Intensity Grade .
5
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Providing and fixing pre-cast inter locking concrete block 60mm thick with grade of concrete M200 pnumatic compressed by mechanically pressed including sand bedding and as per approved design. Approved Make : Vyara or Equivalent.
3400.4
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Storm Water Drain and Utilities:-
Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil.
3496.46
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P/L cement concrete 1:3:6 [1 cement :3 coarse sand : 6 m/c stone aggregates 40 mm nominal size] and curring completr including cost of form work in : [a] foundation and plinth
739.5
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Providing and Laying controlled cement concrete M 250 and curing complete including the cost of steel formwork and excluding reinforcement for reinforced concrete work in [A] Foundations, footings, base of columns and Mass concrete.
691.24
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Providing & constructing of RCC walls for the storm water drain woth RCC M250 ordinary cement concrete and finishing smooth with centering & steel shuttering in true line and level etc. but excluding cost of reinforcement for RCC work & including the cost of necessary formwork in [B] verticle and orizontalits upto floor to level.
33.16
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Providing and laying controlled cement concrete M250 and curing complete including the cost of formwork and excluding the cost of reinforcement for reinforced concrete work in (c ) Slab, landing, shelves, balconies, lintels,beams, girders.
11.18
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Providing and laying ISI mark TMT bar fe 500 D reinforcement for all RCC work incluing epoxy paint bending, binding and placing in position including epoxy coating complete upto floor two level etc. complete
88268.94
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Pre cast concrete kerb for liner kerbing in plan
Providing & fixing M25 grade of concrete precast exposed/ fare finish/ texture finish kerb stones of Vyara (Size 300x150x600 mm) and as per sample approved of any sizes, any shape. Kerbs shall be fixed on the foundation prepared of M15 grade concrete as of approved design including curing, formwork etc. complete. The rate shall also include for erecting and fixing the pieces in position for complete Kerb systems with Chamfered type of kerbs including necessary accessories of kerb like Radius Kerbs, Angles and Quadrant Kerbs etc complete as per drawing. The rate shall also include the flush pointing in CM (1:2) for all joints of the kerbstones. (Sample must be approved). The contractor rate shall also include the cost of excavation, base PCC M15 grade and finish good, curing etc complete as directed by engineer in charge. Rate shall be unit of One Cum.
197.15
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Utility Shifting:- Excavation for foundation for depth from 1.5 m to 3.0m including sorting out and stacking of useful materials and disposing off the excavated stuffupto 50 Meter lead.(A) Loose or soft soil
409.5
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Removing of existing pipeline MS/DI/GI/HDPE pipe upto 150 mm dia incl. removal of specials, valves jointing material including carting and stacking of removed material from site of work to the department store as directed.
1050
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Filling in foundation and plinth with murrum or selected soil in layers of 20cm. thickness including watering, ramming and consolidating etc. complete.
472.5
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Lowering & laying in position to correct line & level MS/DI/GI/HDPE pipe upto 150 mm with outer coating & inside lining/Epoxy painting on pedestal or chairs upon prepared formation or prepared bedding in trenches the rates include conveyance from store to site of work loading, unloading, joint plastering, hydrotesting etc.complete.
1050
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Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts carrying heavy traffic as per I.S. 458 / 1991 specification including setting the pipes in C.M. 1:2 watering and laying (to level or slops) of Class NP3 of following internal diameter. (i) 300 mm dia.
303
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Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts including setting and joining the pipes in CM 1:2 watering and laying (to level or slops of I.S 458/ 1971 Class NP4 ) of following internal diameter. (i) 450 mm dia.
2321
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Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts including setting and joining the pipes in C.M. 1:2 watering and laying (To level of slops of I.S. 458 / 1971 Class NP4 of following internal diameter. (i) 600 mm dia.
462.5
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Painting Two Coats on New Concrete Surfaces (Painting two coats and one coat of priming coa after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
835.2
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Supplying, laying and fixing Precast RCC U Shap Drain 600 x 600 and Lid (T-6) heavy duty for including jointing in C.M. 1:1 watering and laying of following size etc. Complete as per direction of engineer in charge. (a) Precast RCC U Shap Drain 600 x 600mm and Lid (T-6).
446
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Supplying, laying and fixing Precast RCC U Shap Drain 750 x 750 and Lid (T-6) heavy duty for including jointing in C.M. 1:1 watering and laying of following size etc. Complete as per direction of engineer in charge. (a) Precast RCC U Shap Drain 750 x 750mm and Lid (T-6).
1631
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Supplying and fixing reinforced concrate heavy duty non-pressure pipes with collars for culverts including setting and jointing the pipes in C.M. 1:2 watering and laying (To level of slops of I.S. 458/ 1971 class NP4 of following internal diameter. (v) 900mm dia.
20
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Arbodiculture:-
Garden Soil loading, Carting & unloading charges as directed and approved by EIC.
690.5
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Providing & plantaion of green belt trees by digging of pit size 0.6X 0.6X 0.6 feet, adding soil, farm yard manuar, DAP, pesticide, plantation of sapling. Making proper tree basin & putting proper support.
36
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Providing and laying lawn as per Selection with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light watering with sprinkler and maintenance more till the grass establish properly (uptill handling over the project), as per direction of architect and engineer-in-charge. Rate shall be inclusive of surface preparation/ Fine dressing of the ground and anti-termite treatment (vertically and horizontally) with the use of approved pesticides at a rate of 1:49 Liter water as per manufacturer’s recommendation, but excluding the cost of good soil, sludge and manure, which shall be paid separately.
250
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Supplying and Planting with well grown Shrubs for planter of average height 3' to 4' and as per approved species and planting inexisting plater/ pits by providing and mixing FYM with soil pesticide & insecticide. Plants should be disease free and fungus free in 8"x 10" polythene bag. Plastic bags or pots should be removed carefully and soil around the roots should not be dropped or disturbed much. Bill shall be placed after completion of maintenance period but not before stabilizing the shrubs. Mortality rates to be inclusive. Work shall be done as shown in the drawing or as directed and approved by EIC.
12000
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Annual Mainteanance contract for fully developed Garden , the scope includes to provide required men power, tools, tackles, pesticiedes, fertilizer cleaning and housekeeping etc. comp. -1 year
1381
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Tree Plantation - Supplying and planting of trees of specified variety including mixing of FYM & good soil in ratio 1:3, termite treatment, and planting of plants in existing tree pit. (height 10'-12' above bags/pots). Soil mounts 4”-6” in size. Tree plantation should be carried on neatly accurately and with perfection as per drawing and instruction given by the EIC. Plastic bags or pots should be removed carefully and soil around the roots should not be dropped or disturbed much. Bill shall be placed after completion of maintenance period but not before stabilizing the hedges. Rates for mortality to be inclusive. Providing and fixing tripod made of wooden balli, height 1.50mtr. Top bracket to be 300mm x 300mm. leg embedded in ground up to 300mm and to have tar coat. Work shall be done as shown in the drawing or as directed and approved by EIC.
30
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Street Lights:-
Supply of 8 Mtr height decorative having cast iron decorativebase and pipe dia of 165 mm OD & 1 mtr long with decorative cast iron decorative reducer jointing with 89 mm OD straight pipe with ornamental cast iron decorative ring. Pole shall be mounted on square base plate 280*280 *14 mm thickness suitable for mounting on 4 nos foundation bolts. The Pole Shaft should be fabricated out of Steel tube of grade YST 240.and batch test reports for chemical and mechanical properties of material should be submitted along with the bid. Structurally designed base plate of Steel A36/A572-50 or equivalent should be welded with the pole shaft. The welding shall be of high quality, carried out by qualified welders using approved welding procedures and tested for its quality through NDT method, such as DP Test. The pole shall be provided with an opening at the bottom with removable cover for providing connectors, MCB, etc. (to be supplied by others). Appropriate reinforcement shall be provided to compensate for the loss of section at this point to ensure overall structural stability of the pole under specified operating conditions. The pole shaft structure shall be hot dip galvanized through single dip process as per ASTM A123 and minimum average coating shall not be less than 65 microns. No mechanical operation, such as welding, drilling, etc. should be carried out on the pole structure post hot dip galvanizing. Poles using pre galvanized steel tubes or hot dip galvanized through double dip process are not acceptable.
Complete pole shall be treated with high quality primer and thereafter coated with Polyurethane paint to minimum average DFT of 70 microns with marine grade paint. The painting shall be carried out by experienced and trained technicians using proven and established painting procedure. The streetlight pole shall be of ‘composite’ construction designed to withstand specified ‘dead load’ pertaining to the luminaire and its mounting accessories and ‘wind load’ corresponding to a basic wind speed of 169kmph without any deformation or damage to the structure.
78
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Providing and Laying controlled cement concrete M 250 for foundation and 70% PCC from bottom including formwork for the pole of size 60 X 60 X 150 cms and curing complete including the cost of formwork and excluding reinforcement for reinforced concrete work in [A] Foundations, footings, base of columns and Mass concrete.
16.85
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Supply and Installtion of Set of 4 Nos. M 24 x 750 long 'J' type EN 8 grade foundation bolts along with template for the above poles.
78
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Decorative Single Arm Cascade bracket with 900 to 1000 mm height mounted on Pole. Decorative single arm bracket span of 500 to 1000 mm(as per lighting illumination design) single side (As per attached drawing), Hot dip galvanized as per ASTM A123, with minimum Average GI coating of 65 micron, PU painted with DFT of 70 micron using with high quality paint and prime. Bracket weight should be of 9 to 14 kg and bracket is painted with High quality Marine grade paintModel: Cascade Bracket.
78
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Supply of Decorative Luminaires BIS approved ( alongwith BIS certification of model family) for Urban lighting, body made of painted spun aluminium, The protector is made of polycarbonate grade UVresistant IK 09 ( Confirm by IS10322 report fromThird party NABL approved lab) Permanently sealed optical compartment with IP66 protection.( Confirmed by IS10322 report from Third party NABL approved lab) Luminaire offers tool free access to gear compartment with IP65 protection( Confirmed by IS10322 report from Third party NABL approved lab) .Minimum Luminaire dimensions of 545* 550 mm . Luminaire can be installed as a suspended luminaire. The luminaire is equipped with PMMA lenses with wide photometry for increased pole spacing. The luminaire is provided with disconnector to avoid electrical shocks.Easy access to control gear compartment by opening special latch kind of arrangement
Fixture is having external surge protection of 10KV. Electronic driver is having power factor0.90*, THD20*%, and input voltage range from 120-227V AC at 50Hz. Minimum lumen 10800 lumen (Confirmed by LM79 report from Third party NABL approved lab) in CCT range of 4000K as per ANSI. presented with Dialux report and IES file of the luminaire System life of 50000 burning hours with 70% of initial lumens maintained.
Luminaire is suitable for operating temperature (Ta) from -20° to 50° C. Driver can withstand 320V AC for 48 hours and 360 V AC for 2 hours. WATT-90W.Make : Keselec Porto-NU-90 watt
78
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Providing and erecting 2.5 sq. mm * 3 core Copper flexible cable from street light fixture to junction box.Make- Polycab,R.R.Cable,Havells
624
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Supplying &erecting funnel type earthing having earth plate of following size burrid in specifically prepared earth pit 2.5 mtr. Below ground with 40 kg. charcoal and salt , 20 mm. dia .G.I. pipe with Funnel with a wire mesh for watering & bricks masonry block ,C.I. Cover completed as per para 7.3 of IS 3043 with necessary G.I. strip in G.I. pipe 2 mtr. Long completed connected to the nearest switch gear with end socket as per direction & duly tested by earth tester confirming to ISS (C) with 45 x45 x 0.35 cms. C.I. earth plate
17
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Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe of following size of cables (A-1) 3 1/2 core 35 Sq. mm ( 16 Sq. mm 1/2 core)
2302
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Providing & erecting required copper strip for earthing of H.T./OCB/ACB/Transformer,LT Panel board,Motors etc using copper clamp.
44
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Solderless crimping type Aluminium lugs conforming to IS suitable for cable of following size evenly crimped with high pressure tool & connected to switchgear terminals with brass/cadmium plated nut bolts in an approved manner. (E) 35/50 Sq.mm.
200
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Making trench in Hard murum / Tar Road of suitable width of 90 cms. Or required depth for laying and size of cable or locating the fault all over the run and back filling the same and making the surface as normal ground.
2302
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Providing and Laying approved make DWC Pipes 50mm dia
2302
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Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe of following size of cables 4 Core 16 Sq.mm Al. XLPE Arm Cable
2302
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Control Panel:Supply, erecting, testing & commissioning of 14 SWG GI Panel Fabricated Powder coated specification. Dimension: 800 x 500 x 200 mm.In comer : 63 A MCCB – 1 No.20A SP MCB – 12 Nos.Digital Dual Range Timer – 1 Nos.Control Fuse – 3 Nos.40A TPN Power Terminal – 3 Nos.Digital Metering Unit space (as per ED Rules), Daman – 1 Nos.M.S. Coloured Stand made out of 75mm HDG channel having Height of 900mm & rectangle of 500 x 200mm etc complete as directed by Engineer In-charge
2
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Approved make Three pole moulded case circuit breaker having breaking capacity / strength ICU of 35K.A. At 415V. having normal current rating up to 125A. with Fixed thermal & magnetic release suitable to work on A.C. supply 50c/s. with all internal connections & complete erected in existing 16G.M.S. Housing. ICS = 100% of ICU only Cat. III.
4
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CCTV System:-
Providing and erecting ISI mark Medium class RIGID PVC PIPES of following size complete to be erected on/in wall or ceiling erected with necessary PVC fittings & Junction boxes fixed with adhesive solution & Clamps with following dia of pipes, in approve.
900
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Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded Copper conductor wire in following type of pipe to be erected concealed in /flushed on wall/ceiling, with 1.5 sq. mm copper conductor FRLS PVC insulated stranded wire of green colour for eart
200
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Supply and Installation of camera HIK Vision.
• Full HD720P video output.
• Adopt HD TVI technology.
• True day / night. • DNR, Smart IR.
• Up to 20m IR distance.
• IP66 weatherproof.DS-2CE16C2T-IR.
10
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Supply and Installation of 16 Ch. Stand Alone Digital Video Recorder. • H.264 & Dual-stream video compression.
• Support both HD-TVI and analog cameras with adaptive access.
• Full channel@720P resolution real-time recording.
• HDMI and VGA output at up t
2
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Supply and Installation of Hard Disk 1000 GB Hard Disk for DVR (Seagate)
2
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Supply and Installation of Plastic Mounting Stand. [For Dome IR Cameras.]
8
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Supply and Installation of LG LED 55 CM Colour Monitor.22”.Wall Mounting.IPS with stand and accessories.
1
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KACHIGAM:- Road work:-
Demolition including stacking of servicable materials and disposal of unserviceable materials with all lead and lift (i) RCC Work
360.38
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Clearing and grubbing road land including uprooting rank vegetation grass bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees cut earlier and
0.27
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Earthwork in cuting in all sorts of soil and soft murrum including conveying and spreading the stuff, embankment as and where directed within 200meters from the end of the cutting with all required lead and lift. (A) All types of Soil
2267.1
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Rolling and consolidation of soling including filling in depression which occur during the process, with power roler 8 tonne to 12 tonne.
2961.75
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Construction of subgrade;:- Earthwork for embankment including breaking clods, dressing with all lead and lift and including watering rolling and consolidation of upgrade in layers at O.M.C. to required dry density including filling the depression which occur during the process using power roller 8T to 10T. (E) From Borrow area with 3.0KM lead all complete as directed by Engineer incharge.
1133.55
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Granual sub base- Plant Mix Method (Providing, laying, spreading and compacting 380 mm thk. graded stone aggregate material in sub base course including mixing in a mechanical mix plant at OMC , carriage of mix material, spreading in uniform layers with motor grader for sub base including spreading of stone dust to fill up voids on the surface and watering compacting with vibratory roller to achieve CBR value not less than 30 as per MORTH and the desired density (as per designed mix determined density) including all materials, labour, machinery.etc completed. as per clause 401 ) - Grading II 1st & 2nd Layer
453.42
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Providing and laying of dry lean cement concrete (DLC) of M15 grade and compacting the same with 8 to 10 Tone vibratory roller as per the specifications and as per drawing and as directed by the Engineer. Rate shall include cost of formwork if any.
340.07
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PQC M40 concrete:- Providing and laying in position Pavement Quality Controlled Concrete of M-40 grade, for the mix design of PQC concrete IRC:44 shall be referred, using cement content as per design mix- OPC 53 Grade cement-maximum cement content shall not exceed 450 kg/m3 of concrete and fly ash shall not used in concrete, using coarse sand and graded stone aggregate, maximum size of coarse aggregate shall be as per IRC:44, adding admixtures and adding polyester fiber (6 mm) of triangular cross section having tensile strength of 4000 to 6000 kg/cm2 like Recron 3S or equivalent fiber by using 125 gms fiber per 50 kgs cement used as per the design mix of the specified workability, Cement concrete manufactured in automatic batching plant (RMC plant) supplied by standerd cement manufactrure's RMC plant and transportation to site in transit mixer, laying at site, spreading and compacting mechanically by using Hydraulic Driven 3 Full Width Tubes ( 14 ~ 22 Ft ) for Screeding, Augering excess Mix, Consolidation and Final Roller Compaction with variable RPM for Forward / Reverse, coupled with Hydraulic frame mounted Gang Vibrators min. 58 mm Dia of max. 600 mm distance apart with variable Vibration and Immersion depths controlled by Operator Console & Sensor mounted to detect Grade and Variation of Channel alignment of +/- 3 min variation and alarm sounded for variation detected.The Paver must be capable of addressing depth of min 75 mm to 500 mm and balanced by water ballast filled tube for even weight distribution across Paver width. & brooming with wire brush and finishing with required texture etc. and leveling to required slope/ camber, including steel form work with sturdy M.S. channel sections, including providing Separation membrane shall be impermeable Polyethylene sheet 150 micron thick as per IS:2508, transparent or white in colour laid flat with minimum creases, the separation membrane may be nailed to the lower layer with concrete nails, including cost for provision of contraction/ expansion, construction & longitudinal joints by groove cutting machine (groove cut depth and width shall be as per IRC:15) as per drawing and including cost for sealing all the joint by sealent and debonding tape as specified in IRC:15 chapter no.8, curing by ponding of water for min. period of 21 days, including fixing Dowel bars and Tie bars as per drawing with use of cradles/chairs (cost of Dowels/tie bars/cradle chairs shall be paid extra in separate item) all complete including all materials, labour, machinery, formwork with all leads and lifts etc. as per specifications and directions of Engineer-in-charge.
680.13
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Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level
7262.95
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Anti-corrosive coating to all dowel bars, tie bars, Cradles/dowel chairs: Providing fusion bonded Epoxy coating not less than 175 micron thickness and up to 300 micron to reinforcement bars as per IS‐13620‐1993/ASTM‐775 M including testing of coating at plant and all taxes etc. all complete as per direction of Engineer-in-charge.
9.76
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Dowel Bar Paint: Proving and applying Bituminous/Asphalt based compound like Adobreak which will harden on dowel bars to form a thin plastic sheath, applied at a rate of up to 1.8 - 3.6 m2 per litre at least 60 per cent of the length from one end for dowel bars.
67.4
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-
Expansion joint: Providing 20 mm thick expansion joint by providing and fixing CAPCELL HD ‐ 100 pre‐moulded compressible filler board in black colour confirming to MoRT&H Specifications (Clause 1015), having minimum density 95kg/cum.metre, non‐staining with less than 1% water absorption & compression recovery of 93% minimum as per specification for 20 mm wide expansion joint including cutting to required size and shape at all levels. Including applying the elastomeric joint sealan two component, high performance polysulfide formulation conforming to BS:4254 and ASTM C 920 having weathering resistance to ultra‐violet rays and shall exhibit shore A hardness of 25 and have movement accommodation factor 25% including using of compatible primer of approved standard etc. all complete as directed by Engineer-in-charge.
25.2
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-
Cap of Dowel bars:- Supplying, fixing in position Cap of Dowel bars mm long & 40 mm dia for 32 mm dowel bar, tough and durable plastic cap on dowel bars including filling compressive material in cap, a closely fitting cap 100 mm long with closed end consisting of G1 pipe or stiff plastic of 2 mm thickness shall be placed over the sheathed end of each dowel bar. An expansion space at least equal in length to the thickness of the joint filler board shall be formed between the end of the cap and the end of the dowel bar by using compressible sponge. To block the entry of cement slurry between dowel and cap it may be taped all round etc. all complete as directed by Engineer-in-charge.
140
-
-
Removal of Unserviceable Soil with Disposal (Removal of unserviceable soil including excavation, loading and disposal as per directed but excluding replacement by suitable soil which shall be paid sperately as per clause) (Total 30 % Qty Calculated for Excavation Work)
2267.1
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-
Street Furniture:-
Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-1977. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with retro refiectivesheeting as per latest M.O.S.T.Specifications; 3.1m long stand postand frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as required; painted with bestquality epoxy coatings in black andwhite bends. The details of symbol foreach board shall be as per theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including excavation, curing etc.complete under the supervision of engineer in charge.(B) High Intensity Grade.
4
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-
Regulatory/Mandatory signs :Providing and fixing sing boards made out of 2mm aluminium sheet; size 60cms. diameter circle as per the design of IRC-67-1977 pre treated with phospheting process & acid eteching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand post and frame fabricated from suitable size iron angle of 35 x 35 x 3mm 75x75x6mm as required; painted with best quality epoxy coatings in black and white bends. the details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge.(B)High Intensity Grade .
4
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-
Providing and fixing pre-cast inter locking concrete block 60mm thick with grade of concrete M200 pnumatic compressed by mechanically pressed including sand bedding and as per approved design. Approved Make : Vyara or Equivalent.
429.8
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-
Storm water drain & Utilities:-
Excavation for foundation upto 1.5 mt. depth including sorting out and stacking of useful materials and disposing of the excavated stuff within the estate [A]loose or soft soil.
473.17
-
-
P/L cement concrete 1:3:6 [1 cement :3 coarse sand : 6 m/c stone aggregates 40 mm nominal size] and curring completr including cost of form work in : [a] foundation and plinth
73.71
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-
Providing and Laying controlled cement concrete M 250 and curing complete including the cost of formwork and excluding reinforcement for reinforced concrete work in [A] Foundations, footings, base of columns and Mass concrete.
70.02
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-
Providing & constructing of RCC walls for the storm water drain woth RCC M250 ordinary cement concrete and finishing smooth with centering & shuttering in true line and level etc. but excluding cost of reinforcement for RCC work & including the cost of necessary formwork in [B] verticle and orizontalits upto floor to level.
4.32
-
-
Providing and laying controlled cement concrete M250 and curing complete including the cost of formwork and excluding the cost of reinforcement for reinforced concrete work in (c ) Slab, landing, shelves, balconies, lintels,beams, girders.
2.16
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-
Providing and laying ISI mark TMT bar fe 500 D reinforcement for all RCC work incluing epoxy paint bending, binding and placing in position complete upto floor two level etc. complete
7650
-
-
Pre cast concrete kerb for liner kerbing in plan
Providing & fixing M25 grade of concrete precast exposed/ fare finish/ texture finish kerb stones of Vyara and as per sample approved of any sizes, any shape. Kerbs shall be fixed on the foundation prepared of M15 grade concrete as of approved design including curing, formwork etc. complete. The rate shall also include for erecting and fixing the pieces in position for complete Kerb systems with Chamfered type of kerbs including necessary accessories of kerb like Radius Kerbs, Angles and Quadrant Kerbs etc complete as per drawing. The rate shall also include the flush pointing in CM (1:2) for all joints of the kerbstones. (Sample must be approved). The contractor rate shall also include the cost of excavation, base PCC M15 grade and finish good, curing etc complete as directed by engineer in charge. Rate shall be unit of One Cum.
41.36
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-
Utility Shifting:-
Excavation for foundation for depth from 1.5 m to 3.0m including sorting out and stacking of useful materials and disposing off the excavated stuffupto 50 Meter lead.(A) Loose or soft soil
117
-
-
Removing of existing pipeline MS/DI/GI/HDPE pipe upto 150 mm dia incl. removal of specials, valves jointing material including carting and stacking of removed material from site of work to the department store as directed.
300
-
-
Filling in foundation and plinth with murrum or selected soil in layers of 20cm. thickness including watering, ramming and consolidating etc. complete.
117
-
-
Lowering & laying in position to correct line & level MS/DI/GI/HDPE pipe upto 600 mm with outer coating & inside lining/Epoxy painting on pedestal or chairs upon prepared formation or prepared bedding in trenches the rates include conveyance from store to site of work loading, unloading, joint plastering, hydrotesting etc.complete.
300
-
-
Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts carrying heavy traffic as per I.S. 458 / 1991 specification including setting the pipes in C.M. 1:2 watering and laying (to level or slops) of Class NP3 of following internal diameter. (i) 300 mm dia.
190
-
-
Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts including setting and joining the pipes in C.M. 1:2 watering and laying (To level of slops of I.S. 458 / 1971 Class NP4 of following internal diameter. (i) 600 mm dia.
130
-
-
Painting Two Coats on New Concrete Surfaces (Painting two coats and one coat of priming coa after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
251.3
-
-
Supplying, laying and fixing Precast RCC U Shap Drain 600 x 600 and Lid (T-6) heavy duty for including jointing in C.M. 1:1 watering and laying of following size etc. Complete as per direction of engineer in charge. (a) Precast RCC U Shap Drain 600 x 600mm and Lid (T-6)
455
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-
Supplying, laying and fixing Precast RCC U Shap Drain 750 x 750 and Lid (T-6) heavy duty for including jointing in C.M. 1:1 watering and laying of following size etc. Complete as per direction of engineer in charge. (a) Precast RCC U Shap Drain 750 x 750mm and Lid (T-6).
10
-
-
Supplying and fixing reinforced concrate heavy duty non-pressure pipes with collars for culverts including setting and jointing the pipes in C.M. 1:2 watering and laying (To level of slops of I.S. 458/ 1971 class NP4 of following internal diameter. (v) 900mm dia.
20
-
-
Arbodiculture:-
Garden Soil loading, Carting & unloading charges.
50
-
-
Providing & plantation of green belt trees by digging of pit size 0.6 x 0.6 x 0.6 feet, adding soil, farm yard manuar, DAP, pesticide, plantation of sapling. Making proper tree basin & putting proper support.
20
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-
Supplying and Planting with well grown Shrubs for planter of average height 3' to 4' and as per approved species and planting inexisting plater/ pits by providing and mixing FYM with soil pesticide & insecticide. Plants should be disease free and fungus free in 8"x 10" polythene bag. Plastic bags or pots should be removed carefully and soil around the roots should not be dropped or disturbed much. Bill shall be placed after completion of maintenance period but not before stabilizing the shrubs. Mortality rates to be inclusive. Work shall be done as shown in the drawing or as directed and approved by EIC.
2400
-
-
Annual Mainteanance contract for fully developed Garden , the scope includes to provide required men power, tools, tackles, pesticiedes, fertilizer cleaning and housekeeping etc. comp. -5th year
165
-
-
Tree Plantation - Supplying and planting of trees of specified variety including mixing of FYM & good soil in ratio 1:3, termite treatment, and planting of plants in existing tree pit. (height 10'-12' above bags/pots). Soil mounts 4”-6” in size. Tree plantation should be carried on neatly accurately and with perfection as per drawing and instruction given by the EIC. Plastic bags or pots should be removed carefully and soil around the roots should not be dropped or disturbed much. Bill shall be placed after completion of maintenance period but not before stabilizing the hedges. Rates for mortality to be inclusive. Providing and fixing tripod made of wooden balli, height 1.50mtr. Top bracket to be 300mm x 300mm. leg embedded in ground up to 300mm and to have tar coat. Work shall be done as shown in the drawing or as directed and approved by EIC.
20
-
-
Street Light:-
Supply of 8 Mtr height decorative having cast iron decorativebase and pipe dia of 165 mm OD & 1 mtr long with decorative cast iron decorative reducer jointing with 89 mm OD straight pipe with ornamental cast iron decorative ring. Pole shall be mounted on square base plate 280*280 *14 mm thickness suitable for mounting on 4 nos foundation bolts. The Pole Shaft should be fabricated out of Steel tube of grade YST 240.and batch test reports for chemical and mechanical properties of material should be submitted along with the bid. Structurally designed base plate of Steel A36/A572-50 or equivalent should be welded with the pole shaft. The welding shall be of high quality, carried out by qualified welders using approved welding procedures and tested for its quality through NDT method, such as DP Test. The pole shall be provided with an opening at the bottom with removable cover for providing connectors, MCB, etc. (to be supplied by others). Appropriate reinforcement shall be provided to compensate for the loss of section at this point to ensure overall structural stability of the pole under specified operating conditions. The pole shaft structure shall be hot dip galvanized through single dip process as per ASTM A123 and minimum average coating shall not be less than 65 microns. No mechanical operation, such as welding, drilling, etc. should be carried out on the pole structure post hot dip galvanizing. Poles using pre galvanized steel tubes or hot dip galvanized through double dip process are not acceptable.
Complete pole shall be treated with high quality primer and thereafter coated with Polyurethane paint to minimum average DFT of 70 microns with marine grade paint. The painting shall be carried out by experienced and trained technicians using proven and established painting procedure. The streetlight pole shall be of ‘composite’ construction designed to withstand specified ‘dead load’ pertaining to the luminaire and its mounting accessories and ‘wind load’ corresponding to a basic wind speed of 169kmph without any deformation or damage to the structure.
36
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-
Providing and Laying controlled cement concrete M 250 for foundation and 70% PCC from bottom including formwork for the pole of size 60 X 60 X 150 cms and curing complete including the cost of formwork and excluding reinforcement for reinforced concrete work in [A] Foundations, footings, base of columns and Mass concrete.
7.78
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-
Supply and Installtion of Set of 4 Nos. M 24 x 750 long 'J' type EN 8 grade foundation bolts along with template for the above poles.
36
-
-
Decorative Single Arm Cascade bracket with 900 to 1000 mm height mounted on Pole. Decorative single arm bracket span of 500 to 1000 mm(as per lighting illumination design) single side (As per attached drawing), Hot dip galvanized as per ASTM A123, with minimum Average GI coating of 65 micron, PU painted with DFT of 70 micron using with high quality paint and prime. Bracket weight should be of 9 to 14 kg and bracket is painted with High quality Marine grade paintModel: Cascade Bracket.
36
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-
Supply of Decorative Luminaires BIS approved ( alongwith BIS certification of model family) for Urban lighting, body made of painted spun aluminium, The protector is made of polycarbonate grade UVresistant IK 09 ( Confirm by IS10322 report fromThird party NABL approved lab) Permanently sealed optical compartment with IP66 protection.( Confirmed by IS10322 report from Third party NABL approved lab) Luminaire offers tool free access to gear compartment with IP65 protection( Confirmed by IS10322 report from Third party NABL approved lab) .Minimum Luminaire dimensions of 545* 550 mm . Luminaire can be installed as a suspended luminaire. The luminaire is equipped with PMMA lenses with wide photometry for increased pole spacing. The luminaire is provided with disconnector to avoid electrical shocks.Easy access to control gear compartment by opening special latch kind of arrangement. Fixture is having external surge protection of 10KV. Electronic driver is having power factor0.90*, THD20*%, and input voltage range from 120-227V AC at 50Hz. Minimum lumen 10800 lumen (Confirmed by LM79 report from Third party NABL approved lab) in CCT range of 4000K as per ANSI. presented with Dialux report and IES file of the luminaire System life of 50000 burning hours with 70% of initial lumens maintained. Luminaire is suitable for operating temperature (Ta) from -20° to 50° C. Driver can withstand 320V AC for 48 hours and 360 V AC for 2 hours. WATT-90W.Make : Keselec Porto-NU-90 watt
36
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-
Providing and erecting 2.5 sq. mm * 3 core Copper flexible cable from street light fixture to junction box.Make- Polycab,R.R.Cable,Havells
360
-
-
Supplying &erecting funnel type earthing having earth plate of following size burrid in specifically prepared earth pit 2.5 mtr. Below ground with 40 kg. charcoal and salt , 20 mm. dia .G.I. pipe with Funnel with a wire mesh for watering & bricks masonry block ,C.I. Cover completed as per para 7.3 of IS 3043 with necessary G.I. strip in G.I. pipe 2 mtr. Long completed connected to the nearest switch gear with end socket as per direction & duly tested by earth tester confirming to ISS (C) with 45 x45 x 0.35 cms. C.I. earth plate
8
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-
Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe of following size of cables (A-1) 3 1/2 core 35 Sq. mm ( 16 Sq. mm 1/2 core)
500
-
-
Providing & erecting required copper strip for earthing of H.T./OCB/ACB/Transformer,LT Panel board,Motors etc using copper clamp.
35
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-
Solderless crimping type Aluminium lugs conforming to IS suitable for cable of following size evenly crimped with high pressure tool & connected to switchgear terminals with brass/cadmium plated nut bolts in an approved manner. (E) 35/50 Sq.mm.
350
-
-
Making trench in Hard murum / Tar Road of suitable width of 90 cms. Or required depth for laying and size of cable or locating the fault all over the run and back filling the same and making the surface as normal ground.
359
-
-
Providing and Laying approved make DWC Pipes 50mm dia
359
-
-
Providing & erecting XLPE (IS : 7098)(I)-88 ISI armoured cable multistrand Aluminiumconductor for 1.1 KV. to be laid on wall with necessary clamps or in exiting trench / pipe at road crossing (B)3 1/2 core 50 Sq.mm
359
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-
Control Panel:Supply, erecting, testing & commissioning of 14 SWG GI Panel Fabricated Powder coated specification. Dimension: 800 x 500 x 200 mm.In comer : 63 A MCCB – 1 No.20A SP MCB – 12 Nos.Digital Dual Range Timer – 1 Nos.Control Fuse – 3 Nos.40A TPN Power Terminal – 3 Nos.Digital Metering Unit space (as per ED Rules), Daman – 1 Nos.M.S. Coloured Stand made out of 75mm HDG channel having Height of 900mm & rectangle of 500 x 200mm etc complete as directed by Engineer In-charge
1
-
-
Approved make Three pole moulded case circuit breaker having breaking capacity / strength ICU of 35K.A. At 415V. having normal current rating up to 125A. with Fixed thermal & magnetic release suitable to work on A.C. supply 50c/s. with all internal connections & complete erected in existing 16G.M.S. Housing. ICS = 100% of ICU only Cat. III.
2
-
-
CCTV System:-
Providing and erecting ISI mark Medium class RIGID PVC PIPES of following size complete to be erected on/in wall or ceiling erected with necessary PVC fittings & Junction boxes fixed with adhesive solution & Clamps with following dia of pipes, in approve.
300
-
-
Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded Copper conductor wire in following type of pipe to be erected concealed in /flushed on wall/ceiling, with 1.5 sq. mm copper conductor FRLS PVC insulated stranded wire of green colour for eart
90
-
-
Supply and Installation of camera HIK Vision.
• Full HD720P video output.
• Adopt HD TVI technology.
• True day / night. • DNR, Smart IR.
• Up to 20m IR distance.
• IP66 weatherproof.DS-2CE16C2T-IR.
5
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-
Supply and Installation of 16 Ch. Stand Alone Digital Video Recorder. • H.264 & Dual-stream video compression.
• Support both HD-TVI and analog cameras with adaptive access.
• Full channel@720P resolution real-time recording.
• HDMI and VGA output at up to
2
-
-
Supply and Installation of Hard Disk 1000 GB Hard Disk for DVR (Seagate)
2
-
-
Supply and Installation of Plastic Mounting Stand. [For Dome IR Cameras.]
5
-
-
Supply and Installation of LG LED 55 CM Colour Monitor.22”.Wall Mounting.IPS with stand and accessories.
1
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-
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