Coveringdrains and cableducts on road from HapurRoad to Thana MBDNDRF Road, P/F curvestones and paintingretroreflective signageboards P/F of LEDropelights street lightpoles of road annual maint. and supplytrays withplantsovercabletrench and maint. fo

Part -A Dismantling of cement concrete or granolithic floors including base concrete including stacking of dismentaled materials as directed by E/l within a distance of 60 m. As per SOR 2022 S.1. no. 697

Cartage of Surplus Silt, Brick Bat garbage/Malwa etc From the site. Including Loading unloading 5.00 km distance all complete as per direction of E/I (SOR-22/231A)

Desilting of nala/Drain Running/Foul Position i.e Removal of Brick Bats, Garbage, Malba, Silt/Sluge, dewatering, divergen and stacking the same along the bank. Nala/drain etc and lead 50.00 m and lift 1.50m all comp. as per direction by the E/I. DSR-2023/2.8.1

Extra Rates for Quantities of works, Executed: In or Under Foul Position, Including Pumping out water as required. DSR-2023 (2.24.2) Rs. 260.30@25%=65.08

Earthwork in Excavation by Mechanical Means (Hydraulic Excavator)/Mannual Means in Foundation trenches or Drains (Not Exceeding 1.5m in Width or 10 Sqm on Plan), Including Dressing of sides and ramming of Bottoms, for all Lifts Including Getting out the excavated soil and Disposal of surplus Excavated soil as directed, within a lead of 50m (DSR-2023/2.8.1)

Providing and laying In Position Cement Concrete of Specified Grade Excluding the cost of centering and Shuttering-1:2:4 (1 Cement 2Coarse sand(Zone-III) Derived From natural Sources: DSR-23/4.1.3

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. (DSR-2.6.1/2023)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR-4.1.11/2023)

Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. (DSR-5.9.2/2023)

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform (DSR-5.9.3/2023)

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III)derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR-5.2.2/2023)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III)derived from natural sources: 3 graded stone aggregate 20 mm nominal sizederived from natural sources). (DSR-5.3/2023)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelNot rolled deformed bars. (DSR/23, 5.22.4)

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. (DSR-15.3/2023)

Earthwork in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50M.in depth and earthwork in embankment to be in 20cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50M. lift and 30M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30M.distance as directed by the Engineer incharge. excluding Royallity. Wherever applicable for small work or Abadi area. (Where machine con not reach/move) (SOR-253 (a)/2022)

Construction of granular sub-base by providing Coarse graded Material spreading in uniform layers with motor grader on prepared surface conforming to specifications, mixing by a mix in place method with rotovator at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per MORTH Specification Clause no. 401 ( Without motor grader) complete in all respect. (A.R-2022)

Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer in-Charge. 80mm thick Cement concrete paver block of M-35 grade with approved colour, design & pattern. (DSr-16.91.2/2023)

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). (DSr-16.69/2023)

Painting roofs or other iron work in large areaswith Two coatprimingandonecoatofapproved(aboveoneSq.Metre)paint (British antesol or equivalent) includingsupplyof all materials, labour,Tools&plantsetc.require forpropercompletionof thework.Paint tobe used should confirm the ISI no. 103-109.(SOR-644+645/2022)

Painting roofs or other iron work in large areas with one coat priming and one coat of approved (above one Sq.Metre) paint (British antesol or equivalent) previously painted surface. including supply of all materials, labour,Tools & plants etc.required for proper completion of the work.Paint to be used should confirm the ISI no. 103-109. .(SOR-644+646/2022)

Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : Bituminous road (DSR-15.43.2/2023)

20.50m Span Over Head Structure with 300 dia M S three vertical post Supply, fixing & eraction of built up Overhead Structure of 12M-15M span comprising of two vertical posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & 12 mm MS plate at bottom. The horizontal Truss shall comprise of 50 mm dia heavy class M.S. pipe and 40 mm dia heavy M S pipe as bracing & 10 mm MS plate at bottom for fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic enamel plant. The work includes construction of RCC Foundation of size 0.90x0.90x1.50 m of required depth as per site condition for built up structure including Earth work in excavation 100 mm thick Lean Concrete in 1:3:6 (cement coarse sand and 40 mm gauge stone ballast and RCC M-25 cement concrete including supply and fixing of 25 mm dia Foundation Bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering. The lateral vertical clearances and complete. Installation work shall be as per relevant clauses of MORT&H specification section 800 and IRC 67 2012 complete in all respect. The Rates shall include cost of design, fabrication, supply, transportations, Local shifting Erection of Signage structure using crane, inclusive of all taxes etc. all T&P machine, material and labour required for proper completion of work as per direction of Engineer-in-charge.

Retro-ReflectiveSheeting type-IV with 4 mm thick ACM Double Side:Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both side aluminium skin aluminium composite panel face to be fully covered with High Intensity prismatic sheeting type IV as per IRC-67:2012 retro reflective sheeting with back frame MS angle of 35x35x5 mm. Legends, letters, numerals and borders etc should be as per MORTH specification No-801.3.7.The sheeting shall have a pressure - sensitive adhesive of the aggressive tack type requiring no heat, solvent other preparation for adhesion to a smooth clean surface, in a manner recommended by the sheeting manufacturer. The ACM (Aluminium Composite Materials) shall be fixed on the Back frame MS Angle with riveting. Micro prismatic type IV Retro reflective sheeting confirming to ASTM D4956-09 shall be Pressure fixed. 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 & 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.

Supply Jointing & testing of PVC Pipe 6kg/ sqm, Providing and fixing PVC pipe 110mm dia 6.00 kg/ sqm for water supply including all PVC plain bend tee etc. all necessary PVC fitting. This include jointing of pipes & Fitting with one step PVC solvent cement, testing, or joints complete as per direction engineer-in-charge (analysis Rate) 160mm (A.R)

Part-B Supply and fixing of cost Rope light on Gl Octogonal pole 4.8 watt per met.220 Volt copper wire 12 mm. dia etc. Complete in all respect as per direction of E/I (Each pole required @ 18M X 155 pole=2700 M)

Annual Maintenance and Operation LED roap light on Gl octagonal pole for per pole one year Including work of skilled electrician helper tools and plant and Hydra/Elevetor with electric tape cello tape extra cable etc. Complete in all respect as per direction of E/I

Supply, fabrication, installation, testing and commissioning of artistic decorative lighting themes, made from specially cut 1.5 - 2 mm thick metal sections, (Plastic or Acyralic Board not acceptable) contoured into artistic shell formations. The contours shall be illuminated using U-shaped, double-sided homogeneous multi-colour contour LED lighting to achieve the desired visual effect for both side of road . The contour LED shall be, with a power consumption of 8W - 10W per meter or more. Operating voltage shall be AC 220 V / DC 12V-24 V with a suitable 200–300 W power supply. LED chips shall be of make CREE / Nichia / Osram / approved equivalent. The LED contour lighting shall have a minimum IP65 ingress protection with IP connectors.The artistic themes shall be fixed on poles using approved clamps and accessories. Approximate size of each unit shall be 4 feet in height, with proportionate width as per design. Complete in all respects as directed by the Engineer-in-Charge, including all materials, labour, tools and accessories.Complete in all respects as directed by the Engineer-in-Charge, including all materials, labour, tools and accessories.Waranty For NDRF Road pole lights @ 30m c/c from MBD site project to NDRF main road Approx 3750 mts

Providing and fixing of Street Pole light brackets with decorative design , Pre GI Material, lase cut with golden paint in any shape of Om, Damru or Trishul etc. complete in all respects as per satisfaction of Engineer In Charge.

S/F of 6 AMP to 32 AMP to SPMCB(10KA)C. Curve etc.complete in all respect as per direction of Engineer in charge.CAT-B

Two coats of aluminum paint of approved shade on 9 m high GI octagonal street light pole including double-arm bracket, after proper cleaning and preparation of surface, complete in all respects as per specifications and direction of Engineer-in-Charge.

S/F of 2.5 sqmm single core copper wire for connection to MCB and switch board etc. complete in all respect.

Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer Incharge,complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. Size: 35sq.mm 3-1/2 core, Schedule Item No.501(k)

Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required. 63 mm dia (OD-63 mm & ID-51 mm nominal)[127*0.789=100.20*(111/110)=101.11]

Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer Incharge,complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. Size: 50sq.mm 3-1/2 core, Schedule Item No.501(l)

Supply and fixing 40 A TPN capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect.

Supplying & Laying of 10 Sqmm X 2 Core PVC sheathed unarmoured cable 1.1 KV grade XLPE insulated and FRLS PVC sheathed UNARMOURED cable conforming to relevant IS.etc.

Part-C Suppply and stacking of Cement Tray size length 1.00 mtr. Width 0.45 mtr. And total height 0.45 mtr. With two nos Bouganin ville plants (Thimma, Chitra, Dr. Rao, mohit) Tray green colour paint with writing GDA.

Suppply and stacking of Cement Tray size length 1.00 mtr. Width 0.45 mtr. And total height 0.45 mtr. Withthree nos euforbia milli plants Tray green colour paint with writing GDA.

Suppply and stacking of Cement Tray size length 1.00 mtr. Width 0.45 mtr. And total height 0.45 mtr. With Ten nos enermi plants Tray green colour paint with writing GDA.

Maintenance of cement potted plants at ground floor in flats and ground floor bungalow,office complex including application of good earth, manure, insecticide, pesticide and fertilizer, removing of dry parts by pruning, cleaning dry leaves and displaying in appropriate place and replacement of broken pots coloring of pots and change of location of pots and replacing with fresh plants as and when required (Materials provided by the department) as per direction of officer in charge 2.46/DSR 2020 (qty. 1000 nos x 24 month =24000 nos)

Providing and wartering of irrigation water through water tanker SOR 2022 20a(qty. for 5 days one month x24 month = 120 days)

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