Re Surfacing of Bristow Road and Construction of Footpath with Drain and Utility Duct from Hospital Jn to Udaan Gate Jn at Willingdon Island

COCHIN PORT AUTHORITY

www.tenderwizard.com/CPT

Tender No: T10/T-2102/2026-C

Name of Work : RE-SURFACING OF BRISTOW ROAD & CONSTRUCTION OF FOOTPATH WITH DRAIN & UTILITY DUCT FROM HOSPITAL Jn. TO UDAAN GATE Jn. AT W/ISLAND

SCHEDULE – “II”- SCHEDULE OF QUANTITIES OF WORK TO BE DONE ON CONTRACT

Name and Address of the Vendor:

Sl. No. Sub- heads and items of work Unit Approximate Quantity Departmental Rate/ Unit Price (Rs) Departmental Rate in Words Departmental Amount in Rs. Departmental Amount in Words

A PART-A : CONSTRUCTION OF NEW FOOTPATH OVER NEW DRAIN & ELECTRICAL CABLE DUCT ALONG BRISTOW ROAD FROM HOSPITAL Jn. TO UDAN GATE Jn.

1 Demolishing R.C.C. work manually/ by mechanical means including stacking of retrieved steel reinforcement bars at the loactions pointed out by the Engineer-in-charge and disposal of unserviceable material within 50 metres lead as per detailed specfications and directions of Engineer - in- charge. m3 391 3953.29

2 Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc. and stacking of serviceable materials at the loactions pointed out by the Engineer-in-charge and disposal of unserviceable material within 50 metres lead as per detailed specfications and directions of Engineer - in- charge. m 6184.2 43.8 Rupees Forty Three and Eighty Paise Only Rupees Two Lakh Seventy Thousand Eight Hundred Sixty Seven and Ninety Six Paise Only

3 Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., stacking of serviceable materials at the loactions pointed out by the Engineer-in-charge and disposal of unserviceable material within 50 metres lead as per detailed specfications and directions of Engineer - in- charge. m2 2720 146.67 Rupees One Hundred Forty Six and Sixty Seven Paise Only Rupees Three Lakh Ninety Eight Thousand Nine Hundred Forty Two and Forty Paise Only

4 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) in all kinds of soil including getting out and disposal of excavated earth lead upto 50 m and for all lift, as per detailed specfications and directions of Engineer - in- charge. m3 10005 197.59 Rupees One Hundred Ninety Seven and Fifty Nine Paise Only Rupees Nineteen Lakh Seventy Six Thousand Eight Hundred Eighty Seven and Ninety Five Paise Only

5 Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material including up to a lead of 1 kilometre, as per detailed specfications and directions of Engineer - in- charge. m3 113 468.44 Rupees Four Hundred Sixty Eight and Forty Four Paise Only Rupees Fifty Two Thousand Nine Hundred Thirty Three and Seventy Two Paise Only

6 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading at the dumping ground at distance of maximum 5 km as per detailed specfications and directions of Engineer - in- charge. m3 5000 293.83 Rupees Two Hundred Ninety Three and Eighty Three Paise Only Rupees Fourteen Lakh Sixty Nine Thousand One Hundred Fifty Only

7 Providing and laying in position cement concrete of 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) up to plinth level including compacting, curing etc. complete excluding the cost of centering and shuttering as per detailed specfications and directions of Engineer - in- charge. m3 1216 8120.53 Rupees Eight Thousand One Hundred Twenty and Fifty Three Paise Only Rupees Ninety Eight Lakh Seventy Four Thousand Five Hundred Sixty Four and Forty Eight Paise Only

8 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum m3 3724 10580.78 Rupees Ten Thousand Five Hundred Eighty and Seventy Eight Paise Only Rupees Three Crore Ninety Four Lakh Two Thousand Eight Hundred Twenty Four and Seventy Two Paise Only

9 Centering and shuttering including strutting, propping etc. and removal of form work for various CC / RCC works. m2 21152 436.55 Rupees Four Hundred Thirty Six and Fifty Five Paise Only Rupees Ninety Two Lakh Thirty Three Thousand Nine Hundred Five and Sixty Paise Only

10 Providing and fixing reinforcement using Fe 550D and above grade for the various RCC works, including conveying, straightening, cutting, bending, welding, lapping and tying in position, fabrication and fixing dowels, shear ties and placing with adequate lapping lengths etc. complete as per drawings, detailed specifications and directions of the Engineer-in-charge kg 350748 120.06 Rupees One Hundred Twenty and Six Paise Only Rupees Four Crore Twenty One Lakh Ten Thousand Eight Hundred Four and Eighty Eight Paise Only

11 Providing and laying 300 mm dia non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete as per drawings, detailed specifications and directions of the Engineer-in-charge m 2538 1106.86 Rupees One Thousand One Hundred Six and Eighty Six Paise Only Rupees Twenty Eight Lakh Nine Thousand Two Hundred Ten and Sixty Eight Paise Only

12 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 5 mm), including making drainage opening wherever required complete etc. as per drawings, detailed specifications and directions of the Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). m3 282 11263.01 Rupees Eleven Thousand Two Hundred Sixty Three and One Paise Only Rupees Thirty One Lakh Seventy Six Thousand One Hundred Sixty Eight and Eighty Two Paise Only

13 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways 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 50 mm thick compacted bed of 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. complete all as per drawings, detailed specifications and directions of the Engineer-in-charge. 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. m2 11704 1215.07 Rupees One Thousand Two Hundred Fifteen and Seven Paise Only Rupees One Crore Forty Two Lakh Twenty One Thousand One Hundred Seventy Nine and Twenty Eight Paise Only

14 Supplying and laying/ fixing 110mm dia. PVC pipe(class 2) buried/ above ground for drainage disposal as per drawings, detailed specifications and directions of the Engineer-in-charge. m 3887 338.8 Rupees Three Hundred Thirty Eight and Eighty Paise Only Rupees Thirteen Lakh Sixteen Thousand Nine Hundred Fifteen and Sixty Paise Only

15 Painting two or more coats on new work with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade over an under coat of suitable shade with ordinary paint of approved brand and manufacture. m2 3307.3 251.86 Rupees Two Hundred Fifty One and Eighty Six Paise Only Rupees Eight Lakh Thirty Two Thousand Nine Hundred Seventy Six and Fifty Seven Paise Only

16 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works as per drawings, detailed specifications and directions of the Engineer-in-charge.. kg 3677 127.27 Rupees One Hundred Twenty Seven and Twenty Seven Paise Only Rupees Four Lakh Sixty Seven Thousand Nine Hundred Seventy One and Seventy Nine Paise Only

17 Providing and laying in position cement concrete of 1:2:4 grade up to plinth level (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) excluding the cost of centering and shuttering as per drawings, detailed specifications and directions of the Engineer-in-charge. m3 201 8770.42 Rupees Eight Thousand Seven Hundred Seventy and Forty Two Paise Only Rupees Seventeen Lakh Sixty Two Thousand Eight Hundred Fifty Four and Forty Two Paise Only

18 Raking out joints in lime or cement mortar of rubble masonry and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping ground, all complete as per drawings, detailed specifications and directions of the Engineer-in-charge. m2 9204 80.65 Rupees Eighty and Sixty Five Paise Only Rupees Seven Lakh Forty Two Thousand Three Hundred Two and Sixty Paise Only

19 Flush/ Ruled pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : as per drawings, detailed specifications and directions of the Engineer-in-charge.. m2 9204 429.03 Rupees Four Hundred Twenty Nine and Three Paise Only Rupees Thirty Nine Lakh Forty Eight Thousand Seven Hundred Ninety Two and Twelve Paise Only

20 Demolishing stone rubble masonry in cement mortar manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per detailed specifications and directions of the Engineer-in-charge. m3 2.3 2737.33 Rupees Two Thousand Seven Hundred Thirty Seven and Thirty Three Paise Only Rupees Six Thousand Two Hundred Ninety Five and Eighty Five Paise Only

21 Providing 12 mm thick plastering with cement mortar 1:6 (1cement : 6 sand) on walls, trowelled hard including scaffolding, curing etc. complete as per detailed specifications and directions of the Engineer-in-Charge m2 1036 371.09 Rupees Three Hundred Seventy One and Nine Paise Only Rupees Three Lakh Eighty Four Thousand Four Hundred Forty Nine and Twenty Four Paise Only

22 Supplying and fixing FRP cover with frame for manholes of 600 mm diameter light duty bearing (5T), UV stabilized and permanent set as per BS EN 124, IS 1726 and AASHTO All lifting key holes have High Strength Plastic Alloy / Stainless Steel sockets as per detailed specifications and directions of the Engineer-in-Charge. Each 104 4500 Rupees Four Thousand Five Hundred Only Rupees Four Lakh Sixty Eight Thousand Only

23 Felling trees of the girth beyond 30 cm girth upto and including 60 cm (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material as per detailed specifications and directions of the Engineer-in-Charge Each 50 592.62 Rupees Five Hundred Ninety Two and Sixty Two Paise Only Rupees Twenty Nine Thousand Six Hundred Thirty One Only

24 Felling trees of the girth beyond 60 cm girth upto and including 120 cm (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material as per detailed specifications and directions of the Engineer-in-Charge. Each 25 2642.2 Rupees Two Thousand Six Hundred Forty Two and Twenty Paise Only Rupees Sixty Six Thousand Fifty Five Only

B PART-B : RE-SURFACING OF BRISTOW ROAD FROM HOSPITAL Jn. TO UDAAN GATE Jn.

25 Scarifying the existing bituminous road surface with mechanical means to a depth of 50 mm and disposal of scarified material to the dumping ground within 5km distance as per detailed specifications and directions of the Engineer-in-Charge. m2 47586.7 7.79 Rupees Seven and Seventy Nine Paise Only Rupees Three Lakh Seventy Thousand Seven Hundred and Thirty Nine Paise Only

26 Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. m3 100 3244.23 Rupees Three Thousand Two Hundred Forty Four and Twenty Three Paise Only Rupees Three Lakh Twenty Four Thousand Four Hundred Twenty Three Only

27 Providing and applying tack coat using rapid setting bitumen emulsion conforming to IS:8887 on bituminous surface @ 0.25kg/sqm, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom as per specifications and directions of Engineer-in-Charge. m2 47586.7 10.24 Rupees Ten and Twenty Four Paise Only Rupees Four Lakh Eighty Seven Thousand Two Hundred Eighty Seven and Eighty Paise Only

28 Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. m3 3570 12281.16 Rupees Twelve Thousand Two Hundred Eighty One and Sixteen Paise Only Rupees Four Crore Thirty Eight Lakh Forty Three Thousand Seven Hundred Forty One and Twenty Paise Only

29 Providing and applying tack coat using rapid setting bitumen emulsion conforming to IS:8887 on bituminous surface @ 0.25kg/sqm, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom as per specifications and directions of Engineer-in-Charge. m2 47586.7 10.24 Rupees Ten and Twenty Four Paise Only Rupees Four Lakh Eighty Seven Thousand Two Hundred Eighty Seven and Eighty Paise Only

30 Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per specifications and directions of Engineer-in-Charge. 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in drum Type Hot Mix Plant of 60-90 TPH capacity. m3 2380 13388.35 Rupees Thirteen Thousand Three Hundred Eighty Eight and Thirty Five Paise Only Rupees Three Crore Eighteen Lakh Sixty Four Thousand Two Hundred Seventy Three Only

31 Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. m2 8378 832.46

32 Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per specifications and direction of Engineer-in-charge. Each 3614 229.66 Rupees Two Hundred Twenty Nine and Sixty Six Paise Only Rupees Eight Lakh Twenty Nine Thousand Nine Hundred Ninety One and Twenty Four Paise Only

33 Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge. Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm. Each 16 7996.58 Rupees Seven Thousand Nine Hundred Ninety Six and Fifty Eight Paise Only Rupees One Lakh Twenty Seven Thousand Nine Hundred Forty Five and Twenty Eight Paise Only

34 Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-charge. Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm Each 48 6189.17 Rupees Six Thousand One Hundred Eighty Nine and Seventeen Paise Only Rupees Two Lakh Ninety Seven Thousand Eighty and Sixteen Paise Only

C PART -C : Electrical Works.

35 Dismantling of existing A/GI poles and OH Lines as required. Each 85 1385.31 Rupees One Thousand Three Hundred Eighty Five and Thirty One Paise Only Rupees One Lakh Seventeen Thousand Seven Hundred Fifty One and Thirty Five Paise Only

36 SITC of 9Mtr long GI octogonal pole made of MS steel having neccesary sections if required as per manufactures design with suitable base plate , foundation bolt and necessary single arm each ,min sheet steel thickness 3mm ,suitable for providing 90 W street light fittings, and all materials required for installation like interconnecting cable with 1 Runs of 3.5C x 1.5 sq.mm FR PVC insulated stranded copper conductor flexible cable , bolts, nuts, DIN rail, 6A SP MCB-1 Nos, 32A connectors heavy duty 4way, N.L-2Nos, 3mm thick laminated hylem sheet, includings connection complete as required and all related works as directed by the EIC. Each 18 23501.99 Rupees Twenty Three Thousand Five Hundred One and Ninety Nine Paise Only Rupees Four Lakh Twenty Three Thousand Thirty Five and Eighty Two Paise Only

37 SITC of 7Mtr long GI octogonal pole made of MS steel having neccesary sections if required as per manufactures design with suitable base plate , foundation bolt and necessary single arm each ,min sheet steel thickness 3mm ,suitable for providing 90 W street light fittings, and all materials required for installation like interconnecting cable with 1 Runs of 3.5C x 1.5 sq.mm FR PVC insulated stranded copper conductor flexible cable , bolts, nuts, DIN rail, 6A SP MCB-1 Nos, 32A connectors heavy duty 4way, N.L-2Nos, 3mm thick laminated hylem sheet, includings connection complete as required and all related works as directed by the EIC. Each 3 18919.11 Rupees Eighteen Thousand Nine Hundred Nineteen and Eleven Paise Only Rupees Fifty Six Thousand Seven Hundred Fifty Seven and Thirty Three Paise Only

38 Providing RCC foundation with Bolts etc.for as per manufacturer recommentation including all materials for foundation as per the manufacterer drawing for 9 Metre pole by providing neccesary template and all related works as directed by the EIC. Each 106 7563.8 Rupees Seven Thousand Five Hundred Sixty Three and Eighty Paise Only Rupees Eight Lakh One Thousand Seven Hundred Sixty Two and Eighty Paise Only

39 Re-installation, testing and commissioning of 7/9 Mtr long GI octogonal pole includings necessary cables connection complete as required and all related works as directed by the EIC. Each 85 1576.91 Rupees One Thousand Five Hundred Seventy Six and Ninety One Paise Only Rupees One Lakh Thirty Four Thousand Thirty Seven and Thirty Five Paise Only

40 Supply, Installation , testing and commissioning of 90 W LED, street light with pressure die-cast housing, high performance polycarbonate optics and IP66 ingress protection. External SPD 10 KV or Above & lnternal 4KVinbuilt surge protecton with Top opening driver cover for easy maintenance. Efficiency 140 Lm/W, IK 08, for street lights at Main roads.MAKE : Philips(SIGNIFY) BRP 275 or Equivalent Each 106 3483.48 Rupees Three Thousand Four Hundred Eighty Three and Forty Eight Paise Only Rupees Three Lakh Sixty Nine Thousand Two Hundred Forty Eight and Eighty Eight Paise Only

41 Supply of 4Cx4 Sq.mm Copper Cables , UG, PVC Insulated, cores laid up, PVC tape/Extruded Innersheathed for Multicore Cables , Armour extruded PVC , 1100V grade as per IS . m 2500 260.51 Rupees Two Hundred Sixty and Fifty One Paise Only Rupees Six Lakh Fifty One Thousand Two Hundred Seventy Five Only

42 Laying of one number 4Cx 4 Sq.mm Copper Cables PVC Insulated, PVC sheathed , Armoured, UG power cable of 1.1 KV grade of following through Trench, DWC HDPE pipes etc. as required m 2500 43.38 Rupees Forty Three and Thirty Eight Paise Only Rupees One Lakh Eight Thousand Four Hundred Fifty Only

43 Supply of 3.5C x l50 Sq.mm Al Cable Aluminium Cables XLPE Insulated, cores laid up, PVC tape/Extruded Innersheathed for Multicore Cables , Armour extruded PVC Type ST2 sheathed. 650/l I 00V srade as per IS 7098(Part I ) I 988 m 1500 703.85 Rupees Seven Hundred Three and Eighty Five Paise Only Rupees Ten Lakh Fifty Five Thousand Seven Hundred Seventy Five Only

44 Laying of one number 3.5C x l50 Sq.mm PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing masonry open duct as required. m 1500 73.87 Rupees Seventy Three and Eighty Seven Paise Only Rupees One Lakh Ten Thousand Eight Hundred Five Only

45 Supply and providing of end termination materials such as single compression type brass gland and Al: Lugs for following size of 1.1 KV Al cables- 3.5Cx150 Sq.mm Al Cable Each 5 817.23 Rupees Eight Hundred Seventeen and Twenty Three Paise Only Rupees Four Thousand Eighty Six and Fifteen Paise Only

46 Supply and laying of 40 mm DWC HDPE pipe through street light cables in ground/wall sides, clamping along wall etc. m 500 110.8 Rupees One Hundred Ten and Eighty Paise Only Rupees Fifty Five Thousand Four Hundred Only

47 Supplying and laying of 110 mm 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. m 300 290.78 Rupees Two Hundred Ninety and Seventy Eight Paise Only Rupees Eighty Seven Thousand Two Hundred Thirty Four Only

48 SITC of Poly carbonate material (130 x 130 x 77 mm) IP 65 Hensel or equivalent with metric knockouts for cable entry , cable glands (2 nos), 16 A RYBN connector/Terminal, SP MCB, supports for taking street light connection as required. Each 110 1901.96 Rupees One Thousand Nine Hundred One and Ninety Six Paise Only Rupees Two Lakh Nine Thousand Two Hundred Fifteen and Sixty Paise Only

49 Supply of Polycarbonate Lights control panel with timer , Contactor, Auto /M switch MCB etc as required Incomings 40A 4P MCB - 1 NO. 40A 4P CONTACTOR - 1 NO. 24 Hr DIGITAL TIME SWITCH - 1 NO. 2A SP control MCB – 1No Outgoings 10A SP MCB – 6Nos Each 2 34191.96 Rupees Thirty Four Thousand One Hundred Ninety One and Ninety Six Paise Only Rupees Sixty Eight Thousand Three Hundred Eighty Three and Ninety Two Paise Only

50 Providing pipe earthing for poles wth 1 M Cu bonded Rod 100 Micron with 4mm Dia CU wire and giving connections to poles etc. including all the materials as required. Each 110 1200 Rupees One Thousand Two Hundred Only Rupees One Lakh Thirty Two Thousand Only

51 Road cutting for laying the cables and refilling after laying pipes etc. m 200 193.55 Rupees One Hundred Ninety Three and Fifty Five Paise Only Rupees Thirty Eight Thousand Seven Hundred Ten Only

52 Providing Cement concrete in excavated areas m3 5 8605.29 Rupees Eight Thousand Six Hundred Five and Twenty Nine Paise Only Rupees Forty Three Thousand Twenty Six and Forty Five Paise Only

53 SITC of bollard/GI Light poles 2m with sidewise LED lights with proper protection including CC foundation as required. Each 12 4503.91 Rupees Four Thousand Five Hundred Three and Ninety One Paise Only Rupees Fifty Four Thousand Forty Six and Ninety Two Paise Only

54 Removing the existing 11 KV 3C X 240/300 sq mm XLPE PVC insulated cable from the existing duct and re-laying in the newly proposed duct. m 4500 269.68 Rupees Two Hundred Sixty Nine and Sixty Eight Paise Only Rupees Twelve Lakh Thirteen Thousand Five Hundred Sixty Only

55 Supplying and making straight through cable jointing for 11 KV 240/300 sq mm with cast resin compound, including ferrule and other jointing materials, for size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required. Each 3 10162.06 Rupees Ten Thousand One Hundred Sixty Two and Six Paise Only Rupees Thirty Thousand Four Hundred Eighty Six and Eighteen Paise Only

56 SITC of Poly carbonate OD 160 A MV panel with 160 A 4P MCCB as Incomer and 125A 4P MCCB- 1 no., 63 A MCCB -4 nos including foundation. Each 1 143168.29 Rupees One Lakh Forty Three Thousand One Hundred Sixty Eight and Twenty Nine Paise Only Rupees One Lakh Forty Three Thousand One Hundred Sixty Eight and Twenty Nine Paise Only

57 SITC of Poly carbonate OD 160 A MV panel with 160 A 4P MCCB as Incomer and 125A 4P MCCB- 1 no., 63 A MCCB -4 nos including timer panel as specified below Polycarbonate Lights control panel with timer , Contactor, Auto /M switch MCB etc as required Incomings 40A 4P MCB - 1 NO. 40A 4P CONTACTOR - 1 NO. 24 Hr DIGITAL TIME SWITCH - 1 NO. 2A SP control MCB – 1No Outgoings 10A SP MCB – 6Nos including CC foundation as required. Each 1 177360.25 Rupees One Lakh Seventy Seven Thousand Three Hundred Sixty and Twenty Five Paise Only Rupees One Lakh Seventy Seven Thousand Three Hundred Sixty and Twenty Five Paise Only

TOTAL FOR PART-C Rupees Sixty Lakh Eighty Five Thousand Five Hundred Seventy Six and Twenty Nine Paise Only

GRAND TOTAL Rupees Twenty Two Crore Eighty Two Lakh Sixty Two Thousand Seventy Seven and Fourteen Paise Only

BIDDER'S QUOTING AREA

Sl. No. Description of Work Departmental Estimated Cost (Rs) Percentage Quoted above/ below the Departmental Amount by the Bidder Above/Below

* In Figures *In Words

Percenatge Quoted above / below the Departmental Amount shown in the above Schedule

1 Only three cells highlighted are only editable

2 The Bidder shall quote both in figures and words

3 The Bidders shall also quote Above / Below in words themselves under column (5)

4 Only two decimal digits will be accepted under "In Figures"

5 The rate filled at other places of the document are not acceptable

6 No condition shall be accepted