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Tender For Proposed Development Of Heritage Street From Jeevanshah To Minarvah Gate Via Fort, Jhansi., jhansi-Uttar Pradesh

Jhansi Development Authority has published Tender For Proposed Development Of Heritage Street From Jeevanshah To Minarvah Gate Via Fort, Jhansi.. Submission Date for this Tender is 19-12-2023. Road Work Tenders in jhansi Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

40840472
Tender For Proposed Development Of Heritage Street From Jeevanshah To Minarvah Gate Via Fort, Jhansi.
Open Tender
Indian
Uttar Pradesh
jhansi
19-12-2023

Tender Details

Proposed Development Of Heritage Street From Jeevanshah To Minarvah Gate Via Fort, Jhansi.

Key Value

Document Fees
INR 11800 /-
EMD
INR 2330000.0 /-
Tender Value
INR 4.25 Crore /-

BOQ Items

Name of Work: Proposed Development of Heritage Street from Jeevanshah to Minarvah Gate Via Fort, Jhansi.
Sl. No. Item Description
1Name of Work: Proposed Development of Heritage Street from Jeevanshah to Minarvah Gate Via Fort, Jhansi. Note :-(1)-GST Excluded on the aforesaid work.
2PART-A Contruction of Boundary Wall Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.PWD-251
3Providing and laying in cement concrete 1:4:8 (1 cement : 4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form- work, in foundation and floors. PWD-281
4R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1:5:3 in Footing excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-200. PWD 287-1
5R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1:5:3 in lighter beam excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-200. PWD 285-1
6R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1:5:3 in Column excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-200. PWD 289
7P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. Fe-500 pwd 504
8Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 ( 1 cement : 6 coarse sand :12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand ) DSR 7.1.1
9Random rubble masonry with hard stone in super structure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size)at window sills, ceiling level and the like. Cement mortar 1:6 (1 cement : 6 coarse sand) DSR 7.2.1
10Pointing on stone work with cement mortar 1:3 (1cement :3 fine sand) : flush/ Ruled DSR13.33.1
11Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast ticrods, gratings etc. (when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of Grill & stair case railing PWD STEEL NEW ITEM 3
12Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10cm. Width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL 3,Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt, dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. PWD-641+642
13PART-BPATHWAY & PAVING Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of a 1 kilometre, as per direction of Engineer-in-charge. DSR 15.5 9
14Disposal of Dismantled unservisible Material Malba distance up to 20 Km including lead & lift etc all complete in direction of engineer in charge. PWD 231
15Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering- All work up to plinth level :12:4:8 (Cement :4 coarse sand : 8 graded stone aggregate 40 mm nominal size PWD 281
16Providing and laying factory made chamfered edge Cement Concrete pawer 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 50mm 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 direction of Engineer-in-Charge. 80mm thick C.C paver block of M-30 grade with approved color design and pattern. DSR 16.9 1.2
1750 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement:5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement :2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. Red sand DSR 11.3 0.1
1862 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded sotne aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture"s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. DSR 11.5
19Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, courtyard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grounting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge DSR16.90
20Providing 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 fo 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 16.6 9
21Providing, laying and making kerb channel 30 cm wide and 50mm thick with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the tip smooth etc. complete and as per direction of Engineer-in-charge. DSR16.6 3
22Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of ail dirt, scales, oil, grease and other foreign material etc. and lining out complete. New work DSR 16.4 7.1
23Stone work, plain in copings, cornices, string courses and plinth courses, upto 150 mm thick in Cement mortar 1:6 (1cement :6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. Red sand DSR 7.32.1
24Providing and fixing Neelgiri/Mexican grass turf with earthy 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light, watering with sprinkler and maintenance for 30 days or more till the grass establish properly as per direction of officer incharge.DSR Horticulture No-2.33 2020
25Stone seating
26Providing and displaying of Areca Palm plant, having ht. 2.40 m to 2.70 m with 12 to 14 suckers, well developed, fresh and healthy with lush green foliage in 35 cm size of Bucket type cement pots & as per direction of the officer-in-charge.DSR Horticulture No-3.22 2020
27Providing and stacking of Ficus benjamina (green) of height 120-135 cm. with 6-8 branches and lush green foliage in gunny bags of size 25 cm as per direction of the officer-in-charge. DSR Horticulture No-7.26 2020
28Providing and stacking of Nauclea cadamba (Kadam) of height 150-165 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge.vDSR Horticulture No-7.62 2020
29Areca palm having ht. 1.50 m to 1.80 m with 6 to 8 suckers, well developed, fresh and healthy with lush green foliage in 25 cm size of Earthen pot / Plastic pot. DSR Horticulture No-10026 2020
30Providing and stacking of Ficus blackii (F.vivion) (bushy) of height 150-165 cm. with 8-10 branches and healthy foliage in earthen pots of size 30 cm as per direction of the officer-in-charge. DSR Horticulture No-8.23 2020
31PART - C ELECTRICAL WORKS Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground levelover a cushionof 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 allrespect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. PWD SOR.501 185 sq. mm 3-1/2 core (PWD SOR.501.18)
32120 sq. mm 3-1/2 core (PWD SOR.501.15)
33Supplying and drawing following sizes of FRLS PVC insulated copper conductor ,single core cable in the existing surface / recessed steel /PVC conduit as required .(PWD SOR1.17) 3 CORE 1.5 sq.mm (pwd sor.1.17.3)
34Supply and fixing of plainor pin type copper tin plated cable socket ( lug ) to the cable leads, insulatingwith tape and makingconnection etc. complete in all respect as per direction of the EngineerIncharge. (PWD SOR 503) 185 sq. mm
35120 sq. mm
36Cable jointing kit straight through 11 KV (EV) 185mm.sq (UPPCL ANNEXURE-19)
37Cable jointing kit out door 11 KV (EV) 185 mm.sq(UPPCL ANNEXURE-19) (UPPCL ANNEXURE-19)
38G.I Pipe 6"" dia(UPPCL ANNEXURE-19) (UPPCL ANNEXURE-19)
39Cable laying charges along with cost of brick & sand.(UPPCL ANNEXURE-19) (UPPCL ANNEXURE-19)
40Road restroration charges for foot path side.(UPPCL ANNEXURE-19) (UPPCL ANNEXURE-19)
41Supply and fixing of decorative 8 to 16 Watt LED bollard luminaire with driver set confirming to IP 65 and above protection complete in all respect.CAT-AAA (PWD SOR-1442)
42Supply and fixingof 3 Watt to 4 Watt LED Spot/Spike light Confirming to IP 65 and above Protection complete in all respect .(PWD SOR.1441.(A))
43Supply and fixingof 3 Watt LED Path / Walkover luminaire havingpowder cotated die cast aluminiumbody with drive set . Confirming to IP 65 and above Protection complete in all respect .(PWD SOR.1441)
44Supplying 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.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required.(DSR.14.16.1) 63 mm Dia (OD-63mm & ID-51 mm Nominal )
45200 mm Dia (OD - 200 mm & ID - 175 mm Nominal ) (DSR.14.16.5)
46Supplyand fixing following capacity of automatic street light cubicle control panel painted with anti corrosive alkaliand acid proof paint consistingof time switch TSO 100 series with contactors, HRC fuses, isolatingswitch metering instrument& instrumentbox with CTs etc. in case of TPN, complete in all respect. 15 A SPN(PWD SOR.807)
47Supply and fixing of Double steel tubular pole 11 mtr. (UPPCL cost Data Annexure-17)
48Top Channel M.S.100X50X2240
49Cross bracing M.S Angle
50Clamps with Bolt&Nuts
51Barbed wire
52Concreting of ST pole
53Earthing complete
54F Bracket
5511 KV Disc insulators B&S type
5611 KV Disc fittings
5711 KV Pin Insulator
5811 KV Pin WITH nut
59P.G clamp
60Stay complete
61concreting of stay
62Paintingof the electricpole with 2 coats of aluminiumpaint over red oxide primercomplete in allrespect. (PWD SOR.634)
63S&F surface/flushmounting4 ways SPN distributionboard with additional metal door without MCB complete in all respect, as directed at site by Engineerin charge .(PWD SOR.1022A)
64S&F of 0.5 Amp to 5 Amp. SP MCB (10KA) C Curve.CAT-A (PWD SOR.1001)
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