Strengthening and up gradation of 6-Lane in both ways Sector Dividing road of Sector 81A/82A, 81/82, 85/86, 89/90, (NH-8 Rampura Chowk to Pataudi road), Asset Id 66, 67 and 68 Gurugram

Amount

Milling of distress bituminous layer up to 90 mm depth in single pass with suitable milling machine (capable of milling @200-300 sqm area per Hr.) including picking up milled material and stacking old useful material in PWD/Site to handover material to the department as per direction of Engineer

Recovery of milling material (80 % of the existing)( The amount computed by rates quoted against recovery items will not be included in the total amount rather it will be deducted while calculating financial statement of the agency. Material recovered from milling of bituminous layer has been calculated taking assumption that 80% of milled material will be retrieved and can be reused. The milled material can only be used in GSB work after modification (bringing it to required specification) after approval from employer. In case it is not possible to use this material on the work, the agency can take away this material. The price quoted against the recovery of material shall have minimum reserve price of Rs. 1726/- per cum.)

Recovery items: The rates quoted against recovery items will not be included in the total amount rather it will be deducted while calculating financial statement of the agency. Material obtained from dismantling of WMM And GSB layer have been calculated taking assumption that 60% of theoretical material will be retrieved. The dismantled material can used in any of the item for the work after modification (bringing it to required specification) after approval from employer. In case it is not possible to use this material on the work, the agency can take away this material . This material can be taken away by the agency at the price quoted by the agency but minimum price to be quoted is limited to reserve price as fixed as Rs.720/- per cum

Dismantling of existing median (Kerbs without Channel ) and to be disposed off as C&D waste.

Recovery of Kerb Stone ( 70% of the total length)( The amount computed by rates quoted against recovery items will not be included in the total amount rather it will be deducted while calculating financial statement of the agency. Kerb stones obtained from dismantling of existing median, islands has been calculated taking assumption that 70% of existing kerb stones will be retrieved and can be reused. The retrieved kerb stones can be used in median after approval from the employer. In case it is not possible to use these kerb stones on the work, the agency can take away this material. The price quoted against the recovery of existing kerb stones shall have minimum reserve price of Rs. 255/- per m.)

Loosening and compaction of sub-grade with existing soil and with replaced new soil of CBR 8% if existing soil is unsuitable up to a depth of 0.5m below from top of subgrade with 98% density as per MORT&H (5th Revision 2013) specifications. Excavated earth can be used for replacement soil as per approval from Engineer-in-charge.

Construction of Granular Sub Base by providing close graded crushed material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Technical Specificationss clause 401 Grading – 1 (Table 400-1).

Constructing Wet Mix Macadam base complete as per Technical Specificationss Clause 406 (Table 400-13).

Providing and applying Bituminous Prime Coat as per Technical Specificationss Clause 502 @ 7.5 kg/10 sqm.

Providing and applying Bituminous Tack Coat as per Technical Specificationss clause 503

Providing and laying Dense Graded Bituminous Macadam Course with Batch type hot mix plant (min 4.5% Bituminous binder) complete as per drawings and Technical Specifications clause 505 Grading – 2 (Table 500 - 10) using VG-40 grade bitumen conforming to IS:73.

Providing and laying bituminous concrete with Batch Type hot mix plant producing mix using crushed aggregates of specified grading, premixed with bituminous binder ( Min 5.4% Bituminous Binder by weight of total mixture) 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. 509 and 521 complete in all respects

Supplying and laying cement concrete Kerb in M-20 grade (Of height 380mm and width 150mm) for central verge complete as per drawing or Technical Specifications Clause 409 of MoRTH including foundation. At every 5 m interval, “GMDA” logo has to be engraved on the kerb stone.

Supplying and laying cement concrete Kerb and channel (L-Type) in M-20 grade (Of height 280mm x 80mm, width 250mm x 132mm) for footpath complete as per drawing or Technical Specifications Clause 409 of MoRTH including foundation. At every 5 m interval, “GMDA” logo has to be engraved on the kerb stone.

Supplying and laying cement concrete Kerb in M-20 grade (Of height 580mm and width 150mm) for roundabout development at junctions complete as per drawing or Technical Specifications Clause 409 of MoRTH including foundation. At every 5 m interval, “GMDA” logo has to be engraved on the kerb stone.

Providing, Filling & compaction of soil in Roundbout/ island complete in all respect upto entire satisfaction of engineer-in-charge.

Construction of embankment with approved materials obtained from roadway & drainage excavation, including lead upto 5 Km and all lifts, as per direction of the Engineer and as per Technical Specification Clause 305. Including Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction as per Technical Specification Clause 305.3.4

Construction of subgrade and earthen shoulders (minimum soaked CBR 8%) complete with approved material obtained from borrow areas with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 as per availability and as per Technical Specifications Clause 305

Providing 1.25 metre high fencing with angle iron posts 50 mm x 50 mm x 6 mm as per IS 1239 (Medium) at 1.5 metre center to center with 0.250 metre embedded in M10 grade cement concrete, corner, end and every 10th post to be strutted, provided with welded steel wire fabric of 75 mm x 50 mm mesh with diameter of wire as 5mm as per IS 4948 : 2002 and fixed to iron posts by flat iron 50 x 5 mm and bolts etc. including cost of excavation, cement concrete foundation and painting complete in all respects as per drawings provided.

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 200 mm high above ground in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 (as per fig. 5.6 (a) barrier type of IRC:86-2018

Construction of Cement concrete Speed Table at locations of pedestrians/cyclists/other VRU’s crossings as per design and drawing. 5 m wide platform, 0.1m high and 1.7 m taper each side complete with paint as per drawing which is made in accordance with the drawing under clause 3.1.3. Fig.3.6 given in IRC 99 2018.

Supplying & laying of Precast GRC tiles 25mm thick allowing variance of +5mm to -0 in accordance with IS:13801: 1993 laid in 20mm thick bed of cement mortar 1:2 complete in all respect (In white cement & any colour & design). The tiles should be made of M 40 grade concrete mix design having ‘43’ grade white Portland cement, reinforced with alkali resistant glass fibre and the pigmentation should be done with exterior grade synthetic inorganic iron oxide pigments manufactured with high vibration technology. It is mandatory that Precast GRC tiles should be from following Brands: Unistone, Dalal, KK, Terra Firma GRC & Concrete Industries after due approval from Engineer-in-Charge.

Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing: Stop

Give Way

Max. Speed Limit (50 Kmph)

Compulsory Keep Left

Tripple Chevron

T-Intersection

U-Turn

Right Hazard Marker

Pedestrain crossing

2-Way Hazard Marker

Thermoplastic pavement marking with hot applied thermoplastic materials for road markings with surface application of glass beads at specified rate complete as per drawing, Technical Specification Clause 803 and as directed by the Engineer for 2.5 mm thickness of marking (excluding drop on glass beads). It is mandatory that Thermoplastic pavement marking should be from following Brands: Asian, Berger, Prismo, Automark, Alcolite after due approval from Engineer-in-Charge.

Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense 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 BS 873 part 4:1973)

Supply and Erection of new generation Energy saving 135W LED Street light , Powder coated POC Aluminium Body with toughened Glass visor fitted in frame ,option of Secondary optical lens for superior light distribution Efficacy > 100LM/W. Available CCT 6000K. IP65 etc. with the erection of same on existing pipe Bracket with all labour and material required to complete the job in all respect upto the entire satisfaction of Engineer-in-charge of the work. Illumination of minimum 40 lux shall be ensured everywhere along road. It is mandatory that LED street lights and its other accessories / fittings should be from following Brands: Philips, Halonix, GE, EESL, Havells, Bajaj, Anchor by Panasonic after due approval from Engineer-in-Charge.

Supply and Erection of one Single arm Bracket suitable for fixing 2 Nos. LED made of 40mm dia 1meter Long G.I. pipe with the support of 25mm dia of 900mm Long. Bracket should have an angle of 15 degree with horizontal plane with a 450mm Long cap of suitable size for fixing on Top of octagonal pole having top dia 70mm and having threads and Nuts & Bolts for fixing it. Complete in all respects with labour and material up to the entire satisfaction of Engineer-In-Charge of the work.

(a) Development of green belt as per typical cross section and grading to the desired profile as per the drawing of road by providing trees , shrubs and ground cover along the necessaary rain water harvesting sufficient for full width surface runoff of ROW. (Earth can be out nd fill from one part of road to other and same will be incidental to work or disposed off if not required) Area = 158979 sqm. (b) Development of round about = 3 Nos. \Bouganvillea exotic var. (assorted, multicoloured) - 2mtr wide x 2 side = 22800 Sqmtr , spacing 0.75m plants to plants and Row to Row(1.5' height)

Ticoma Gaudichoudi on center = 11400 Sqmtr. Two Row 1 meter apart(2'-0" height)

Thevetia (yellow kanner) on center(2'-0" height)

Trees @ 5m c/c - Pilkhan on sides(12'-0" height, approx. caliper 3")

Trees @ 5m c/c - Gulmohar 5', 6'' , Amaltas 5' , 6' Erythrin Indica 5'6' on centre (3'-0" height, self standing)

Bouganvillea exotic var. (assorted, multicoloured) - 3mtr wide = 17100 Sqmtr(1.5' height)

Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering.

Drip irrigation System HDPE pipe DN 63mm PE-100 (SDR-21) as per IS:4984:2016 (ISI Mark) with compression fittings It is mandatory that Drip Irrigation System and its other accessories / fittings should be from following Brands: Jindal, Supreme, Godavari, Duraline, Jain after due approval from Engineer-in-Charge.

HDPE pipe DN 50mm PE-100 (SDR-26) as per IS:4984:2016 (ISI Mark) with compression fittings It is mandatory that Drip Irrigation System and its other accessories / fittings should be from following Brands: Jindal, Supreme, Godavari, Duraline, Jain after due approval from Engineer-in-Charge.

HDPE pipe DN 40mm PE-100 (SDR-21) as per IS:4984:2016 (ISI Mark) with compression fittings It is mandatory that Drip Irrigation System and its other accessories / fittings should be from following Brands: Jindal, Supreme, Godavari, Duraline, Jain after due approval from Engineer-in-Charge.

PVC Pipe 40mm PN-6 ISI Mark It is mandatory that Drip Irrigation System and its other accessories / fittings should be from following Brands: Jindal, Supreme, Finolex, Diplast, Godavari, Jain after due approval from Engineer-in-Charge.

ASTM UPVC PIPE SCH-40 2" It is mandatory that Drip Irrigation System and its other accessories / fittings should be from following Brands: Supreme, Finolex, Diplast, Astral, Ashirvad, Jain after due approval from Engineer-in-Charge.

Plain lateral pipe ISI Mark CL 2, It is mandatory that Drip Irrigation System and its other accessories / fittings should be from following Brands: Godavari, Jain, Netafim after due approval from Engineer-in-Charge.

Pressure compensetting Drippers 2LPH, It is mandatory that Drip Irrigation System and its other accessories / fittings should be from following Brands: Agriplas, Godavari, Netafim, Jain after due approval from Engineer-in-Charge.

Sub main flush valve 50/40 mm It is mandatory that Drip Irrigation System and its other accessories / fittings should be from following Brands: Netafim, Jain after due approval from Engineer-in-Charge.

Service saddle 63/50mm x 40mm size It is mandatory that Drip Irrigation System and its other accessories / fittings should be from following Brands: Elitech, Pragati, Jain after due approval from Engineer-in-Charge.

PP Butterfly valve 2" It is mandatory that Drip Irrigation System and its other accessories / fittings should be from following Brands: Harit, Jain after due approval from Engineer-in-Charge.

Air release valve 1" Dia size. It is mandatory that Drip Irrigation System and its other accessories / fittings should be from following Brands: Jain, Harit after due approval from Engineer-in-Charge.

HDPE Round valve Box 6" Size, It is mandatory that Drip Irrigation System and its other accessories / fittings should be from following Brands: Rainbird (USA), Jain after due approval from Engineer-in-Charge.

Screen semi Automatic filter 2.5" 30m^3 / hr. It is mandatory that Drip Irrigation System and its other accessories / fittings should be from following Brands: Hairt, Jain after due approval from Engineer-in-Charge.

2" dia solenoid globe valve with fabric reinforced diaphragm and rugged PVC durable glass-filled nylon construction, compatible with slow closing to prevent water hammer, pressure rating upto 10.4 KSC It is mandatory that Drip Irrigation System and its other accessories / fittings should be from following Brands: K-rain, Rainbird, Jain after due approval from Engineer-in-Charge.

Automation controller 4 station It is mandatory that Drip Irrigation System and its other accessories / fittings should be from following Brands: K-rain, Rainbird, Hunter, Jain after due approval from Engineer-in-Charge.

1.5 Sqmm Single core multistand wire common

PVC Conduit pipe 25mm

Power coated ENCLOSER BOX FOR AUTOMATION CONTROLLER

Voltage stabilizer

Power coated filter support unit

Pressure relief valve size4 2" dia Make:- Harit

Trenching and backfilling 1.5' x 1.0, (Soft soil)

Installation and fixing charges of drip irigation system complete in all respect upto entire satisfaction of engineer in charge.

Providing & fixing PVC pipe (4kg/cm2) of outer dia 160 mm duly slotted IS-4985:1988 including cost of adhesive, carriage, loading, unloading etc. complete in all respects to the satisfaction engineer-in-charge. It is mandatory that PVC pipe (4kg/cm2) should be from following Brands: Supreme, Jindal, Prakash, Finolex, Diplast after due approval from Engineer-in-Charge.

Providing and fixing Steel bar embedded plastic steps of size 263 mm x 165 mm of orange colour, conforming to specifications, in pump chambers, manholes etc. having minimum 3 mm thick Polypropylene polymer confirming to IS : 10910 encapsulated on 12 mm dia ribbed steel bars per IS : 1786

Bidder Name

Amount

Subhash Infraengineers Pvt. Ltd.(GSTN-06AANCS5001K1ZB)

Sarvodya Infracon Ptd. Ltd.(GSTN-09AAYCS3350E1ZZ)

SHIVA BUILD TECH PRIVATE LIMITED(GSTN-06AAFCS2631B1ZW)

Satya Parkash and Bros Pvt Ltd (GSTN-06AAHCS1210Q1ZA)

KALUWALA CONSTRUCTION PRIVATE LIMITED(GSTN-06AAHCK0172D1ZY)

SHIVA BUILD TECH PRIVATE LIMITED

Sarvodya Infracon Ptd. Ltd.

Satya Parkash and Bros Pvt Ltd

Subhash Infraengineers Pvt. Ltd.

SHIVA BUILD TECH PRIVATE LIMITED

KALUWALA CONSTRUCTION PRIVATE LIMITED

Satya Parkash and Bros Pvt Ltd

Subhash Infraengineers Pvt. Ltd.