Tender For Improvement To Kulangana Tebrusonda Road V.R. 41 Ch- 0/500 To 2/500 Tq. Chikhaldara
Tender Value
Ref. Documents
Estimated cost
Bid Submission
20 Feb 2024
0 days left
EMD
51000
Bank guarantee accepted
Document Fee
5600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
chikhaldara → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvement To Kulangana Tebrusonda Road V.R. 41 Ch- 0/500 To 2/500 Tq. Chikhaldara
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 21-Feb-2024 | DATE | Date | 21-Feb-2024 |
BOQ
| Sl. No. | Item Description |
| 1 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. |
| 2 | Supplying 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). |
| 3 | Supplyingmurum having PI < 6 at the road side, including conveying and stacking complete. |
| 4 | Spreading80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge . |
| 5 | Spreading gravel / sand / soft murum / available murum over rubble soling/ W.B.M. surface blanketting berms etc complete . |
| 6 | Compacting the sub grade / gravel / size metal (200 mm loose) layers for all widths with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete. |
| 7 | Compacting the hard murum side widths including laying in layers on each side withvibratory roller including artificial watering etc. complete. |
| 8 | Providing and laying in situ / ready mix cement concrete of M10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer)) with SCADA with Natural / VSI standard Artificial Sand) |
| 9 | Providing 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 & 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 with approved make paver,compacted 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.& H 2013.Cl-602P.N.263 |
| 10 | Cutting 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. |
| 11 | Providing 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 & allowing joint to become thoroughly dry before sealent is applied and applying primer.(A) Contraction & longitudinal joints (15 mm. deep x 8 mm.wide) |
| 12 | Providing and fixing in position TMT FE 500, 32mm 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. |
| 13 | Providing and laying 125 micron Low Density Polyethylene ( LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete. |
| 14 | Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete. |
| 15 | Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. |
| 16 | Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. |
| 17 | Providing and laying in situ / ready mix M-15 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of \"V\" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steelform work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in followinh manners (a) Height upto 5 M. (With Concrete Mixer)With fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) i) Height up to 5 m, normal rate. |
| 18 | Providing and laying cement concrete flooring 40 mm thick with M15 cement concrete laid to proper level and slope in alternate bays including compaction, filling joints, marking lines to give the appearance of tiles of 30 cm x 30 cm or other size laid diagonally /square etc finishing smooth (with extra cement) in any colour as directed and curing etc.complete. With Natural Sand |
| 19 | Providing and fixing board displaying information,suchasNameofwork,Tendercost,Name of Contractor,Work and liability period etc\",having rectangular shape of 1.20mx0.90m size made out 18 gauge(1.25mm) thick mild steel sheet painted with one coat of Zincchromate stoving primer and two coats of enamel paint on frontside and grey stove enamel on back side and border/messages/symbols etc.with approved colour shade paint complete,on M.S.angle of size35x35x3mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S.angle iron posts of size 65mmx65mmx6mm,3.65m long painted with alternate black and white bands of 25cm widthincludingallfixturesetc.andfixingtheboardsin1:4:8 concreteblockofsize60cmx60cmx75cmincluding, excavation,refilling,transportation,andlabouretccomplete. Spec. No. As directed by Engineer in Charge |
| 20 | CEMENTStandard Consistancy,Fineness(by sieving),Specific Gravity,Setting Time ( Initial & Final ),Compressive Strength,Soundness |
| 21 | AGGREGATEWater absorption,Specific Gravity,Impact Value,Crushing Value |
| 22 | Gradation/Sieve Analysis |
| 23 | Abrasion value |
| 24 | Flakiness Index & Elongation Index |
| 25 | Soundness |
| 26 | SANDFineness Modulus ( Sieve Analysis ),Silt & Clay Content |
| 27 | CONRETEMIX DESIGNMix Design M30 |
| 28 | CEMENT CONCRETE CUBECompressive stength of CC.M 10 (Set of 3 cubes) |
| 29 | Compressive stength of CC.M 30(Set of 3 cubes). |
| 30 | Compressive stength of CC.M 15(Set of 3 cubes). |
| 31 | HARD MURUMLiquid Limit And Plastic Limt (P.I) |
| 32 | Steel(Tensile strength, %, Elongation, Yield Stress,Weight-Per Meter, Bend I Rebend Test, \" ., Proof Stress.) |
| 33 | Royalty of Metal and Murum |
| 34 | Royalty of Sand |
AI Tender Summary
Tender Timeline
Feb 13, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 20, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 21, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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