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Tender For 4. Beautification Of Park And Road Widening Work In Commissionerate Office., jhansi-Uttar Pradesh

Jhansi Development Authority has published Tender For 4. Beautification Of Park And Road Widening Work In Commissionerate Office.. Submission Date for this Tender is 04-01-2024. Road Work Tenders in jhansi Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

41265000
Tender For 4. Beautification Of Park And Road Widening Work In Commissionerate Office.
Open Tender
Indian
Uttar Pradesh
jhansi
04-01-2024

Tender Details

Tender For 4. Beautification Of Park And Road Widening Work In Commissionerate Office.

Key Value

Document Fees
INR 4720 /-
EMD
INR 210980.0 /-
Tender Value
INR 42.19 Lakhs /-

BOQ Items

Name of Work: Commissionary Office mein Park ka sondariyekaran and road chaudikaran ka karya.
Sl. No. Item Description
1Name of Work: Commissionary Office mein Park ka sondariyekaran and road chaudikaran ka karya. Note :-(1)-GST Excluded on the aforesaid work.
2PART-A CIVIL WORK Excavation in foundation inhard soil (Loam, clay or sand) including lift upto 1.50m and lead upto 30m and including filling, watering and ramming of excavated earth in to the space between the building and side of foundation trenches or into the plinth and removal and disposal of surface earth as directed by engineer in charge.As per S.I. No. 252
3Construction of granular sub-base by providing course graded material spreading in uniform layers with moter grader on prepared surface mixing by mix in place method with rotovator at omc and compacting with vibratory roller to achieve the desired density complete as per clause 401.
4Providing and Laying spreading and compaction graded stone aggregate wet mix macadom specification including premixing the material with water at OMC in machanical mix plant carriege of mixed material by tipper to site , laying in uniform layers with paver finisher in Sub-base /base course on well prepared surface and compaction with vibatory rollers to achiev the desired density
5providing and appling Primer Caot with bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of raod surface any spraying primer at the rate 0.70 kg/Sqm using mechanical means. As per M.O.R.T.&H. specification clause 5.1 SI No -502.
6providing and applying Tack Caot with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared granular surface cleaned with mechincal broom.
7providing and applying Tack Caot with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surface cleaned with mechincal broom.
8providing and laying Dense Graded Bitumenous Macadam grade-I (D.B.M. with 60-90 TPH batch type hot mix plant conducing an average output of 75 tones per hour using aggregate of specified grading premix with bitumenous under VG-30 @ 4% by wieght of total mix and filler, transporting thehot mix to work site, laying with a hydrostatic pave 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 M.O.R.T.& H. Specifications clause 507 complete in all respects.
9Providing and laying Bitumenous concretewith 100.120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregate of spacified grading premixed with bitumenous binder 5.40percent by weight of total mix and filler transporting the hot mixto work site laying with hydrostatics paver finisher with senser control to the required grade level and aligment rolling with smooth wheeled vibratory and tendem rollers to achiev the desired compaction as per MORTH spacification clauseno.508 SI no.509 complete in all respects.
10Cement concrete with 2 cm gauge approved stone ballast, approved course sand and cement in the proportion of 4:2:1 including supply of all materials labour and T&P etc. required for proper completion of the work. but with 2cm gauge approved stone balast . SI No. 279 (1) New tem Page No 40
11Providing and laying of 80mm interlocking concrete block pavement laid in in stone dust base and fill joint with fine sandjoint filled after leveling and dressing baseincluding supply of all materials labour T&P etc required for proper completion of the work . SI No.New item no 14.43 new item 3
12M-150 class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including cost of all materials, labour and tools & plants, etc. required for proper completion of the work. 305
1312 mm Cement plaster in single coat on fair side of single or half brick wall for interior plastering upto floor two level including internal rounded angleschamfers, and /or rounded angles not Exceeding 80 mm.In Girth and finished even smooth . No extra for Mixing any additive.SI No. 17.58 Chapter-13
14Providing 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 approvedby Engineer-in-charge). DSR 16.69 2021
15Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete On concrete work. DSR 13.52.2 2021
16Supply and fixing of pavement maker (Cat Eye) Type X-ASTMD-4956-04 Avery Dennison /3-M (USA Maker) consisting of ASA plastic housing fitted with lightly adherent plotting componud. The housing shall contain prismatic two glass covered prismatic reflective face to reflect incident light i/c all tax. JDA approved Rate
17P/L 20 mm thick Kota stone flooring over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid over jointed with grey cement slurry mixed with plgment to match the shade of slab including rubbing and polishing complete. As per SOR No. 14.43 a Pg. No. 58
18PART-B Excavation of following depth for laying of sewer line (Loam clay or sand i/c dressing levelling, refissing of French in 20 cm layer watering, ramming and removal of surplus earth and other dismentaled material upto a Distance of 50 cm from the center of French as directed by EIC. SI No 252
19Supplying and stacking at site dump manure from approved source including carriage up to 5 km lead complete (Manure measured in stacks will be reduced by 8% for payment); Screened through sieve of I S designation 4.75 mm DSR 2.4.3-2020
20Carriage of manure up to 1 KmSI No 213(a)
21Providing 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-incharge.DSR 8.23-2020
22Providing and stacking of Plumeria alba of height 165-180 cm. with 3-4branches and thick stem in big size HDPE bags as per direction of the officer-in-charge.DSR 7.70-2020
23Providing and Displaying Golden Bottle brush Topiary well developed with fresh & healthy foliage 5 to 6 big ball 115 to 180 cm ht in 40 cm Cement Pot as per direction of the officer-in-charge.DSR 5.33-2020
24Neelgiri grass turf with earth 50mm To 60mm thickness
25PART-C ELECTRICAL Supply and fixing 1000mm long 15 W LED Bollard complete as per direction of Engineer-in-charge(MR)
26Supply 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 (i)) 16 sq. mm 4 core
27Supplying 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. (PWD SOR.14.16.1) DWC 63/53 mm HDPE Pipe.
28Supply and fixingfollowingcapacity 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.(PWD SOR 807 (f)) 40 A TPN
29Supply & fixing of Fascade uplight. (MR)
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