Repair work of Palwal-Tappal-Aligarh Road (NH-334D) from chainage 21.300 to 25.273, 27.373 to 29.697 and 31.700 to 62.611 including Street light and paved shoulder work with interlocking tiles in Khair and Jattari Abadi in District Aligarh

Amount

Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 503 of MORTH Specification, back filling the pot holes with hot bituminous material as per clause 504 MORTH Specification, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 MORTH Specification. Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, Royalty, ISTP, labour cess and all other taxes, also including bitumen VG-40, but excluding G.S.T.

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m, and as per MORTH Specification Clause-301. Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, labour cess and all other taxes, but excluding G.S.T.

Construction of sub-grade and earthen shoulders with approved material obtained from excavated trench with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 of MORTH Specification and lead not less than 2.0 km. Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, labour cess and all other taxes, but excluding G.S.T.

Removal of unserviceable soil including excavation,loading and disposal upto 2.00km lead but excluding rerplacement by suitable soil which shall be paid separately as per clause 305 and clause 301.3.11 of MORTH Specification Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, labour cess and all other taxes, but excluding G.S.T.

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORTH Specification clause 401. Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, Royalty, ISTP, labour cess and all other taxes, but excluding G.S.T.

Providing and laying of 50 Mpa Interlocking concrete Block Pavements having thickness 100 mm laying with 40mm Sand bed as per drawings and Technical Specification and Clause 1504 of MORD Specification. Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, Royalty, labour cess and all other taxes, but excluding G.S.T.

Providing and laying of 30 Mpa coloured Interlocking concrete Block Pavements having thickness 80 mm laying with 40mm Sand bad as per drawings and Technical Specification and Clause 1504 of MORD Specification. Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, Royalty, labour cess and all other taxes, but excluding G.S.T.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density and as per MORTH Specification Clause-404. Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, Royalty, ISTP, labour cess and all other taxes, but excluding G.S.T.

Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means and as per MORTH Specification Clause-502. Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, labour cess and all other taxes including cost of bitumen emulsion (SS2) but excluding G.S.T.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom and as per MORTH Specification Clause-503. Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, labour cess and all other taxes including cost of bitumen (VG-10) but excluding G.S.T.

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom and as per MORTH Specification Clause-301. Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, labour cess and all other taxes including cost of bitumen (VG-10) but excluding G.S.T.

Recycling pavement by cold milling of existing bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 percent of the required quantity, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material (Bitumen VG-40 & aggregates) including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required grade, level and thickness, all as specified in as per MORTH Specification clause- 519. Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, Royalty, ISTP, labour cess and all other taxes including cost of bitumen VG-40, but excluding G.S.T. (Rate will be Reduce as per design of Job Mix Formula)

Providing and laying 70 mm thick dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-40) @ 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. 505 complete in all respects. Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, Royalty, ISTP, labour cess and all other taxes including cost of bitumen VG-40, but excluding G.S.T.

Providing and laying 40 mm thick bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG-40) @ 5.4 per cent of 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. Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, Royalty, ISTP, labour cess and all other taxes including cost of bitumen VG-40, but excluding G.S.T.

Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width below 6 mm after cleaning with a mechanical broom, using modified binder (CRMB-55) complying with IRC:SP: 53, sprayed at the rate of 9 kg per 10 sqm and spreading 5.6 mm crushed stone aggregates @ 0.11 cum per 10 sqm with hydraulic chip spreader, sweeping the surface for uniform spread of aggregates and surface finished to conform as per MORTH Specification clause 517. Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, Royalty, ISTP, labour cess and all other taxes including cost of binder (CRMB-55), but excluding G.S.T.

Plain/Reinforced Cement Concrete M20 in Open Foundation complete as per Drawing and Technical Specifications and as per MORTH section no-1500, 1700, 2100 for RCC Grade M20. Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, Royalty, ISTP, labour cess and all other taxes, but excluding G.S.T.

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Precast Median & drain complete as per Drawing and Technical Specifications. and as per Morth Section.No.1600 & Sl No 9.07. Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, labour cess and all other taxes, but excluding G.S.T.

Construction of sub-grade and earthen shoulders with approved material deposited at site from roadway cutting and excavation from trench, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 of MORTH Specification. Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, labour cess and all other taxes, but excluding G.S.T.

Earth work in excavation of foundation of structures (Drain) as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavated portion. Depth up to 3.0m and as per MORTH Specification Clause-304(B). Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, labour cess and all other taxes, but excluding G.S.T.

Plain cement concrete 1:3:6 nominal mix in Drain with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days (MORTH specification Sl.No. 12.04 & Section No-2100). Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, Royalty, ISTP, labour cess and all other taxes, but excluding G.S.T.

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications (MORTH specification Sl.No. 12.05 & Section No-1300). Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, Royalty, ISTP, labour cess and all other taxes, but excluding G.S.T.

Providing and Laying of 1000 mm dia NP-4 RCC Hume pipe as per SOR. Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, labour cess and all other taxes, but excluding G.S.T.

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications (as per MORTH specification Sl. No-13.02 & Section no-1300, 2200). Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, Royalty, ISTP, labour cess and all other taxes, but excluding G.S.T.

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. (Ch-26, Sl. 2 of SOR). Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, labour cess and all other taxes, but excluding G.S.T.

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. (Repeated/ Transverse bar) Providing and laying of hot applied thermoplastic compound 5 mm thick including reflectorising glass beads @ 500 gms per sqm area, thickness of 5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. (Ch-06, Sl. 3 of SOR). Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, labour cess and all other taxes, but excluding G.S.T.

Supply & Fixing of MS Delineator made of Mild steel with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron for protection against corrosion. The surface should be concealed so that there should not be any exposed surface without powder coating. Alternatively, these metal guide poles can be concealed with thermoplastic body. The posts shall have lan ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 mm base which can be anchored onto the ground. Mild steel Guide Poles shall conform to Type XI sheeting specifications as per IRC:67 and ASTM D4956 which would ensure to obtain clear visibility of the road alignment during night time. The Retro reflective sheeting shall be tested for A certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International Government Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & Proof of the same Report shall be uploaded which quoting tender. The rate shall include all materials, labour T&P. transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge (CH. 06, Sl. 1 of SOR ). Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, labour cess and all other taxes, but excluding G.S.T.

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67-2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm×75 mm×6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm×45 cm×60 cm. 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67.2012. Legends, letters, numerals and borders etc should be as per MORTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender (CH-6 SI.No.18). (i) 90 cm equilateral triangle with diffinitation plate (20cm×60cm). Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, labour cess and all other taxes, but excluding G.S.T.

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67-2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm×75 mm×6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm×45 cm×60 cm. 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67.2012. Legends, letters, numerals and borders etc should be as per MORTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender (CH-6 SI.No.18 of SOR) (ii) 60 cm equilateral triangle with diffinitation plate (20cm×60cm). Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, labour cess and all other taxes, but excluding G.S.T.

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67-2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm×75 mm×6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm×45 cm×60 cm. 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67.2012. Legends, letters, numerals and borders etc should be as per MORTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender (CH-6 SI.No.18 of SOR). (viii) 50 cm × 60 cm single chevron. Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, labour cess and all other taxes, but excluding G.S.T.

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67-2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm×75 mm×6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm×45 cm×60 cm. 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67.2012. Legends, letters, numerals and borders etc should be as per MORTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender (CH-6 SI.No.18 of SOR). (x) 30x90 cm (Left/Right) Object Hazard. Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, labour cess and all other taxes, but excluding G.S.T.

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67-2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm×75 mm×6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm×45 cm×60 cm. 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67.2012. Legends, letters, numerals and borders etc should be as per MORTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender (CH-6 SI.No.18 of SOR). (vii) 90 cm height Octagon. Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, labour cess and all other taxes, but excluding G.S.T.

Reflective Raised Pavement Markers (Cat Eye/Road Stud) Supply and fixing of raised pavement marker with Made of Plastic body of RPM/ Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-impact Polystyrene) or Acrylonitrite Butadiene Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280. The Reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face. Lenses shall be moulded of methyl methecrylate conforming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+1- 5 degree to base and the area of each retro -reflecting surface shall not be less than 13.00 sq.cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name , trade or other means of identification of the manufacture. epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. In addition, a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. RPM (with shank) (CH-06, Sl.No. 5 of SOR). Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, labour cess and all other taxes, but excluding G.S.T.

Providing and applying 2 coats of Synthetic enamel paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflrescence and applying paint @ of 1 Litre for 2 sqm and as per MORTH Specification Section no 800 SI. No-14.16. Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, labour cess and all other taxes, but excluding G.S.T.

Providing and Displaying Adenium Obesum well developed with fresh & healthy 4 to 5 branch 60 to 75 cm ht. in 40 cm size Earthen Pot/ Plastic Pot as per direction of the officer-in-charge. (As per Horticulture DSR Sl.No. 5.6). Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, labour cess and all other taxes, but excluding G.S.T.

Providing and Displaying Bird of paradise well eveloped with fresh & healthy 90 to 120 cm ht in 30 cm Earthen Pot/ Plastic Pot as per direction of the officer-in-charge. (As per Horticulture DSR Sl. No. 5.10). Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, labour cess and all other taxes, but excluding G.S.T.

Providing and Displaying Cyprus golden well shaped developed with good colored foliage fresh & healthy 60 to 75 cm ht in 30 cm Earthen Pot as per direction of the officer-in-charge. (As per Horticulture DSR Sl No. 5.17). Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, labour cess and all other taxes, but excluding G.S.T.

Providing and Displaying Euphorbia milli hybrid variety with multi branch, full bloom, with fresh and healthy well developed having 30 to 45 cm ht. in 35 cm Cement Pots as per direction of the officer-in-charge. (As per Horticulture DSR Sl. No. 5.19). Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, labour cess and all other taxes, but excluding G.S.T. .

Providing and Displaying Ficus reginold well developed fresh & healthy foliage 60 to 75 cm spread 105 to 120 cm ht., Bushy in 35 cm Cement Pot as per direction of the officer-in-charge. (As per Horticulture DSR Sl.No. 5.25). Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, labour cess and all other taxes, but excluding G.S.T.

Providing and Displaying Phoenix roebelenii palm well developed having 20 to 25 fresh & healthy leaves 90 to 105 cm ht. in 30 cm Cement Pot as per direction of the officer-in-charge. (As per Horticulture DSR Sl.No. 5.37). Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, labour cess and all other taxes, but excluding G.S.T.

SURAJ BUILDER INDIA PVT. LTD. (BID ID -5803609)

NARENDRA BUILDERS (BID ID -5784611)