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Tender For Balance Work Of Bus Shelters Part-B Civil Work At Different Locations In City, prayagraj-Uttar Pradesh

Allahabad Development Authority-ADA has published Tender For Balance Work Of Bus Shelters Part-B Civil Work At Different Locations In City. Submission Date for this Tender is 18-08-2023. Civil Work Tenders in prayagraj Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

38955354
Tender For Balance Work Of Bus Shelters Part-B Civil Work At Different Locations In City
Open Tender
Indian
Uttar Pradesh
prayagraj
18-08-2023

Tender Details

Balance Work Of Bus Shelters Part-B Civil Work At Different Locations In City

Key Value

Document Fees
INR 1180 /-
EMD
INR 107000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Balance work of Bus Shelters Part-B Civil Work at different locations in City
Sl. No. Item Description
1Dismantlingof exist foothpath work including stacking ofmaterials with in 60m distance as directed by Engineer - in- charge SOR 692/2018
2Cartage of earthand dismantled brick/cc/Rcc at a distance of 5.0 Km. from site including loading and unloading but excluding stracking on puccka road. SOR(231A/2018
3Sand filling with lacal including supply of all materials,labour,tools & plants etc required for proper completion of work.DSR 18.41/ /ANAYSIS RATE
4Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.
5M-150 class brick work 1:6one cement & SIX fine sand of 1.25 Fm mortar in one brick work in foundation and plinth includingsupplyofallmaterialslabourtoolsandplantsetc. requiredforcompletionoftheworkSI no 303/2018
612 mm thick plaster over brick work with consisting 1:4 cement and fine sand of 1.25 FM including supply and all material labour T&P etc. respect for proper completion of work. (SI. No. 13.11c/2018
7RCC works with cement approved coarse sand and 2cm gauge approved stone grit in the proportions 1:1.5:3 in slab with having spans excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. Binding wire and including necessary centering and shuttering etc. and supply of all materials, labour T&P etc. required for proper completion as per direction of E/I. Excluding G.S.T. (SI. No. 284/2018
8M.S. or Iron work in Plain work such as RCC or R.B. work including bending for proper shape and including supply of steel & its wastage bend, hooks and authorized overlapping shall be measured and including cost of binding wire. (SI.No. 504/2018
9providing and fixing 160mm dia p.v.c pipe for drainage spout including cost of all labour and material complete as per direction of engineer in charge dsr 19.9.10/analaysis rate approved
10Cement concrete with 20mm gauge approved stone grit, course sand and cement in proportions of 4:2:1including supply of all materials,labour,tools & plants etc required for proper completion of work. (PWD item 279A/2018
11supply andlaying of precast cement concrete kerb along footpath with top and bottom widtg 60and 120mm respectively,400mm height of M25 grade pcc on m-10 grade foundation 150mm thick , foundation having 50mm projection beyond kerb stone foundation concrete laod manually ,complete asper clasue 408size 400*300*120mm approved rate pda
12Supply and laying of pre-moulded mechanically compressed controlled vibraction kc drain long lower of plan size 300x250x100mm .the compressive strength of both the cc block shall not be less then 20Mpa andincluding supply of all materials,labour,tools & plants etc required for proper completion of work.by weight 3.6kg/no si 21
13Panting and varnishing new work in small area with one coat 9upto one sqmt)of ready mixed prime paint and two coat of approved superior quailty mixed panit or varnishncludingsupplyofallmaterialslabourtoolsandplantsetc. requiredforcompletionoftheworkSI no 641+642/2018
14Providing 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, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the with white cement mixed with matching pigments etc. Complete as per the directions of Engineer-in-Charge Rate Analysis of DSR-Item.11.45/2019
15Chequred pre cast cement concrete tile 22mm thick in footpath and court yard ,joint with neat cement slurry mixed with pigment to match the shade of tiles ,including and cleaning etc complete on 20mm thick bed of cement mortar 1:4 (1cement:4 coarse) DSRno 11.20
16Providing and applying 2.5 mm thick road marking strips (retroreflective) 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. (At the Center&Edge)
17BUSBAY& PLATEFORMEarth work in cutting in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M in depth and earth work in embankment to be in 20cm layers including ramming & dressing the surface to required level & slopes and also including 1.50M lift and 30 M lead the earth from cutting to be used in making embankment or to be deposited as spoil bank within 30 Mtr. distance as directed by E/I. (SI. No. 253/2015
18Road cutting Exist flexible pavementDSR Rate approved rate
19Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.
20Providing, laying, spreading and compacting graded stone aggregate to wet Mix Macadam specification including premixing the Material with water at OMC by Mix in palce method and carriage of mixed Material by tipper to site, laying in uniform layers with appropriate machinery as per the site conditions in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
21Providing and applying tack coat with Emulsion using emulsion pressure distributor at the rate of 0.70 kg per sqm on the prepared granular surface cleaned with mechanical broom. As per MORT&H specification No. 503 (Granular Surface) (Analysis)
22Providing and applying tack coat with bitumen VG 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surface cleaned with mechanical broom. As per MORT&H specification No. 503 (Granular Surface) (Analysis)
23Providing & laying consolidatedD.G.B.M.with greaded approved coarse aggregate, fine aggregate filler and bitumen content @3.3% as per MORTH/PWD specification including heating bitumen to required temperature, cleaning the surface and providing labour at HMP, the cost of labour, T&P etc. including the cost of material required for proper completion of the work. (Analysis)
24Providing & Layingbituminus Concretethick with 100-120 TPH batch type HMP producing an average out put of 75 tonnes per hour using crussed aggregatesof specified grading ,premixed with bituminus binder @ 5.4 to 5.6 % ofmixed 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 tendem rollers to achiev the desred compaction as per MORT specification clause 509 complete in all respacts.
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