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Improvement Of Virul Dapori Wai Rajana Chandur Railway Odr-63 Ch 0 / 00 To 1 / 00 ( Near Shivaji School ) Cement Concrete Road Tq.Chandur Railway., CHANDUR RLY-Maharashtra

Rural Development Department has published Improvement Of Virul Dapori Wai Rajana Chandur Railway Odr-63 Ch 0 / 00 To 1 / 00 ( Near Shivaji School ) Cement Concrete Road Tq.Chandur Railway.. Submission Date for this Tender is 05-11-2021. Road Work Tenders in CHANDUR RLY Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

29740326
Improvement Of Virul Dapori Wai Rajana Chandur Railway Odr-63 Ch 0 / 00 To 1 / 00 ( Near Shivaji School ) Cement Concrete Road Tq.Chandur Railway.
Open Tender
Indian
Maharashtra
CHANDUR RLY
05-11-2021

Tender Details

Improvement Of Virul Dapori Wai Rajana Chandur Railway Odr-63 Ch 0 / 00 To 1 / 00 ( Near Shivaji School ) Cement Concrete Road Tq.Chandur Railway.

Key Value

Document Fees
INR 1120 /-
EMD
INR 31000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Improvement of Virul Dapori Wai Rajana Chandur Railway ODR-63 Ch 0/00 to 1/00 (Near Shivaji School) Cement Concrete Road Tq.Chandur Railway
Sl. No. Item Description
1Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders /Rubble and stacking the broken metal etc. complete . (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements) a) 80 mm Metal, By breaking Boulders (Hand broken) (SSR 2021-22 Item No.50.56) As directed by Engineer-in-charge
2Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders /Rubble and stacking the broken metal etc. complete . (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements) b) 40 mm Metal, By breaking Boulders (Hand broken) (SSR 2021-22 Item No.50.57) As directed by Engineer-in-charge
3Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge . (SSR 2021-22 Item No.50.58) As directed by Engineer-in-charge
4Supplying hard murum/ kankar at the road site, including conveying and stacking complete. (SSR 2021-22 Item No.2.29a)
5Supplying hard murum/ kankar at the road site, including conveying and stacking complete. (SSR 2021-22 Item No.2.29a)
6Spreading hard murum/ soft murrum/ gravel or kankar for side width complete (SSR 2021-22 Item No.2.30)
7Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. Sr.No.12 Corrigendum Date 06/10/2020
8Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (SSR 2021-22 Item No.24.01) Bd. E. 1 Page No. 287
9Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete.. (SSR 2021-22 Item No.5.19) RD
10Providing and fixing in position TMT FE 500,32 mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directedincluding handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete. (SSR 2021-22 Item No.5.14) RD
11Providing and laying in-situM30 Grade unreinforced plain cement concretepavementover a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS 383, using fine and coarse aggregates combined gradationas per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcheras per approved mix design, admixtures, transporting to site, spreading, laying compacting and finished in a continuous operation, finishing to lines and gradesas directed by Engineer-in-charge and curingby curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top withdepth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge ( initial lead of 5.00 Km for raw materials up to plant site)Spec. No.M.O.R.T.and H 2013.Cl-602P.N.263
12Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge. (SSR 2021-22 Item No.5.17) Rd
13Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 mm.to 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide) (SSR 2021-22 Item No.5.18)RD
14Providing and laying for 150 mm dia salt glazed stoneware pipe including fittings Such as bends, tees, single junction, double junctions laying, jointing (including excavation and refilling the trenches) complete.
15Providing and fixing 90 cm x 60 cm Granite plate engraving 10 cm. height letter, figures including painting the lefters/figures with approved colour and shade complete
16Providing and fixing board displaying information, such as "Name of work, Tender cost, Name of Contractor, Work completion and liability period etc", having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge (SSR 2021-22 Item No.6.36) MORTH 801
17Hard Murum Liquid limit & plastic limit
18Soft Murum Liquid limit & plastic limit
19CEMENT Standard Consistancy
20Specific Gravity
21Soundness by Lechatelier Apparatus
22Initial Setting Time, Final Setting Time
23Fineness
24Compressive Strength
25Concrete Compressive Strength C.C. Cube M-10
26Compressive Strength C.C. Cube M-30
27Steel Tensile Strength, Elongation, Yield Stress, Weight Per Meter, Bend / Rebend Test, Proof Stress
28Sand Fineness Modulus (Sieve Analysis)
29Silt and Clay Content
30Mix Design M-25 Mix Design
31Royalty Charges Sand
32Royalty Charges Metal
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