Municipality Tender
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Municipality Tender
Opening Date26 May 2021
Closing Date8 Jun 2021
Tender Amount₹ 12,53,511
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
406971Tender No
MC/NDL/Gen No.43/2021-22Tender Authority
Municipality ViewPurchaser Address
-Website
http://tender.apeprocurement.gov.in
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BOQ Items
Road;Supply, Delivery and filling of Crusher Stone Dust including cost and conveyance of all materials and filling of foundation trench as per drawing and techinical specification clause 305.3.9 MORD & 304 MORTH (RBR-FNDN-2(i)Page No.488.
110
-
132737
Road;V.P.C.C (1:2:4) Nominal Mix using 20mm (SS-5) HBG M/C Metal and Opc course and including cost and conveyance of all materials, Labour charges, Machine Mixing, vibrating, centring, laying in position Curing for 28 days including all labour charges etc,complete.for Bed Blocks (BLD-CSTN-3.11.28)page No.22
4
-
27926.4
Road;Plastering with CM (1:3), 12mm thick including cost and conveyance of all materials and all labour charges etc., complete (BLD-CSTN-8-1)As per SSR 2016-17
35
-
11863.25
Road;Supplying, Fitting and Placing HYSD Bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, Cost of binding wire and its fabrication charges, placing in position tying grills and cuttings etc., complete.(BLD-CSTN-2-18)
372
-
30143.16
Road;RCC M- 20 Nominal mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, but excluding centering, shuttering. Culvert Slab (BLD-CSTN-3-13.30)
3.1
-
21171.85
Road;Suppy, Delivery and fixing of MS Man Holes including cost and conveyance of all materials allround the MS frame ' L' angles and MS Sheet 12mm thick, Cutting and Welding and all labour charges etc., complete.
170
-
16051.4
Road;Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork, spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion,Construction joints,admixture as approved, curing of concrete slabs for 28- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification (RBR-CCPV-5)Page No.414.
41
-
275880.8
Road;Construction of Granular Sub-Base by Providing well Gradrd material/Close graded material,spreading in uniform layers with motor grader on prepared Surface, mixing by Mix in place method with Rotavator/ at OMC and compacting with smooth wheel roller 80-100 KN / Vibrator Roller to achive the density, Complete as per Technical Specification Cl;ause 401 MORD/MORTh (4th Revision) and as directed by the Engineer-in-Charges (RBR-SBBS-2.)Page No.318
155
-
268444.5
Road;Providing Laying, Spreading and compacting Graded Stone aggregate to Wet Mix macadam specification including premixing the material with water at OMC in Mechanical Mixer(Pug Mill) carriage of mixed material by tipper to site, Laying in uniform layers in sub-base/base courses on a well preparedsub-base and compacting with smooth wheel of 80 to 100 KN/Vibratory Roller 80-100 KN weight to achieve the desired density etc., as directed by the Engineer-in-Charge 406 MORDand/MORTH Specification. 406 (4th Revision) for finished item of work (RBR-SBBS-11,B) Pg. No.336
155
-
371814
Road;Convenyance of excavated earth to a lead of 2.00 KM of work spot including loading, unloading and charges, etc., complete as per standard specifications.
291
-
20009.16
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