Improvement To Main Road To British Caleen Tank At Dhamori K . Tq . Bhatkuli
Tender Value
36.71 Lakhs
Estimated cost
Bid Submission
03 Jan 2020
0 days left
EMD
37000
Bank guarantee accepted
Document Fee
1120
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
BHATKULI → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvement To Main Road To British Caleen Tank At Dhamori K . Tq . Bhatkuli
BOQ
| Name of Work: Improvement to Main Road to British Caleen Tank at Dhamori K. Tq.Bhatkuli | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Construction of Cement Concrete Drain | BI01010001010000000000000515BI0100001113 | 1e-08 | Cum |
| 2 | 2 | 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.\n(SSR 18-19 Item No.2.11) MORTH 301 | BI01010001010000000000000515BI0100001114 | 677.415 | Cum |
| 3 | 3 | Conveying the Excavated Material upto 0.50 Km | BI01010001010000000000000515BI0100001115 | 237.095 | Cum |
| 4 | 4 | Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete.\n(SSR 18-19 Item No.21.40) As directed by Engineer in charge. | BI01010001010000000000000515BI0100001116 | 119.544 | Cum |
| 5 | 5 | Providing 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) \n(SSR 18-19 Item No.24.01) Bd. E. 1 Page No. 287 | BI01010001010000000000000515BI0100001117 | 27.8935 | Cum |
| 6 | 6 | Providing and laying Cast in situ/Ready Mix cement concrete M-15 of trap/ granite/quartzite/gneiss metal for coping to plinth or parapet, moulded or chamfered as per drawing or as directed including steel centering, plywood/ steel formwork compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.) With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) \n(SSR 18-19 Item No.24.16) Bd.E. 3/Page No. 288/I.S. 456 (2000) | BI01010001010000000000000515BI0100001118 | 80.87 | Cum |
| 7 | 7 | Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).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) \n(SSR 18-19 Item No.25.70) Bd.F.8 Page No. 302 and B.7, Page No.38 | BI01010001010000000000000515BI0100001119 | 1.27003 | Cum |
| 8 | 8 | 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.\n(SSR 18-19 Item No.26.33) Bd.F.17, Page No. 306 | BI01010001010000000000000515BI0100001120 | 1.87336 | MT |
| 9 | 9 | 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\n(SSR 18-19 Item No.33.09) Bd.M.7 Page No. 383 | BI01010001010000000000000515BI0100001121 | 175.8 | Sqm |
| 10 | 10 | Construction of Cement Concrete Road | BI01010001010000000000000515BI0100001122 | 1e-08 | Cum |
| 11 | 11 | 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.\n(SSR 18-19 Item No.2.11) MORTH 301 | BI01010001010000000000000515BI0100001123 | 105.479 | Cum |
| 12 | 12 | Conveying the Excavated Material upto 0.50 Km | BI01010001010000000000000515BI0100001125 | 36.9198 | Cum |
| 13 | 13 | 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)\na) 80 mm Metal, By breaking Boulders (Hand broken)\n(SSR 18-19 Item No.50.56) As directed by Engineer-in-charge | BI01010001010000000000000515BI0100001126 | 35.1601 | Cum |
| 14 | 14 | Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge .\n(SSR 18-19 Item No.50.58) As directed by Engineer-in-charge | BI01010001010000000000000515BI0100001127 | 35.1647 | Cum |
| 15 | 15 | Compacting the sub grade/gravel/oversize metal (200 mm loose) layers for all width with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.\n(SSR 18-19 Item No.50.59) As directed by Engineer-in-charge | BI01010001010000000000000515BI0100001128 | 175.8 | Sqm |
| 16 | 16 | 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)\nb) 40 mm Metal, By breaking Boulders (Hand broken) \n(SSR 18-19 Item No.50.57) As directed by Engineer-in-charge | BI01010001010000000000000515BI0100001129 | 17.58 | Cum |
| 17 | 17 | Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge .\n(SSR 18-19 Item No.50.58) As directed by Engineer-in-charge | BI01010001010000000000000515BI0100001130 | 17.5765 | Cum |
| 18 | 18 | Compacting the sub grade / gravel / size metal (100 mm loose) layers for all widths with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.\n(SSR 18-19 Item No.50.61) As directed by Engineer-in-charge | BI01010001010000000000000515BI0100001131 | 175.8 | Sqm |
| 19 | 19 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete.\n(SSR 18-19 Item No.2.29a) | BI01010001010000000000000515BI0100001132 | 19.0457 | Cum |
| 20 | 20 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete\n(SSR 18-19 Item No.2.30) | BI01010001010000000000000515BI0100001133 | 19.0476 | Cum |
| 21 | 21 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. | BI01010001010000000000000515BI0100001134 | 5 | RMT |
| 22 | 22 | Dismantling of existing B.T. Surface (flexible Pavement) to a depth of 50 mm.by cold milling with Writgen or similar type machine including loading of dismantled material by automatic conveyor belt to transport vehicle at site excluding lead charges\n(SSR 18-19 Item No.3.28) MORTH 202 | BI01010001010000000000000515BI0100001135 | 879 | Sqm |
| 23 | 23 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate)\n(SSR 18-19 Item No.3.20) MORTH 404 | BI01010001010000000000000515BI0100001136 | 65.925 | Cum |
| 24 | 24 | Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete..\n(SSR 18-19 Item No.5.19) RD | BI01010001010000000000000515BI0100001137 | 879 | Sqm |
| 25 | 25 | Providing and laying in situ / ready mix / ready mix M10 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand)\n(SSR 18-19 Item No.12.25) BR.5 Page No. 105 and B.7, Page No. 38 | BI01010001010000000000000515BI0100001138 | 65.925 | Cum |
| 26 | 26 | Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as 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 grades as directed by Engineer-in-charge and curing by 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 with depth of 75mm and maintaining the same throughout curing period by any\nother method approved by Engineer-in-charge.\nMORTH 602\n(SSR 18-19 Item No.5.01) MORTH 602 | BI01010001010000000000000515BI0100001139 | 149.43 | Cum |
| 27 | 27 | Providing and fixing in position TMT FE 500, 25mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directed including 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.\n(SSR 18-19 Item No.5.15) RD | BI01010001010000000000000515BI0100001140 | 360 | No |
| 28 | 28 | 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.\n(SSR 18-19 Item No.26.33) Bd.F.17, Page No. 306 | BI01010001010000000000000515BI0100001141 | 1.456 | MT |
| 29 | 29 | 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. \n(SSR 18-19 Item No.5.17) Rd | BI01010001010000000000000515BI0100001142 | 540.5 | Rmt |
| 30 | 30 | 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 and allowing joint to become thoroughly dry before sealent is applied and applying primer. \n(A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide)\n(SSR 18-19 Item No.5.18) RD | BI01010001010000000000000515BI0100001143 | 540.503 | Rmt |
| 31 | 31 | Providing and fixing heavy duty inter locking concrete Rubber mould glossy paving blocks of 80 mm thickness of having a strength of 400 kg/Sq.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete. (using 100% crushed sand)\n(SSR 18-19 Item No.33.54) Bd. M. | BI01010001010000000000000515BI0100001144 | 351.6 | Sqm |
| 32 | 32 | Providing 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 \n(SSR 18-19 Item No.6.36) MORTH 801 | BI01010001010000000000000515BI0100001145 | 1 | No |
| 33 | 33 | Royalty Charges | BI01010001010000000000000515BI0100001146 | 338.615 | Cum |
| 34 | 34 | Soil / Murum\nLiquid limit & plastic limit | BI01010001010000000000000515BI0100001147 | 5 | No |
| 35 | 35 | 80 mm Metal \nWater Absorption, Specific Gravity, Impact Value, Crushing Value | BI01010001010000000000000515BI0100001148 | 2 | No |
| 36 | 36 | 80 mm Metal \nWater Absorption, Specific Gravity, Impact Value, Crushing Value | BI01010001010000000000000515BI0100001149 | 1 | No |
| 37 | 37 | Concrete Paving Block\nCompressive Strength Water Absorption (Set of 8 Blocks) | BI01010001010000000000000515BI0100001150 | 1 | No |
| 38 | 38 | Concrete\nCompressive Strength of C.C. cube (set of 3 cubes) | BI01010001010000000000000515BI0100001151 | 19 | No |
| 39 | 39 | 80 / 40 mm metal\nSieve Analysis | BI01010001010000000000000515BI0100001152 | 2 | No |
| 40 | 40 | 80 / 40 mm metal\nFlakiness Index & Elongation Index | BI01010001010000000000000515BI0100001153 | 2 | No |
| 41 | 41 | Wet Mix Macadam | BI01010001010000000000000515BI0100001154 | 1 | No |
| 42 | 42 | Sieve Analysis | BI01010001010000000000000515BI0100001155 | 1 | No |
| 43 | 43 | Gradation | BI01010001010000000000000515BI0100001156 | 1 | No |
| 44 | 44 | Fine Aggreates\nFineness Modulus (Sieve Analysis), Silt and Clay Content | BI01010001010000000000000515BI0100001157 | 2 | No |
| 45 | 45 | Mix Design Cement Concrete M-30 | BI01010001010000000000000515BI0100001158 | 1 | No |
AI Tender Summary
Tender Timeline
Dec 20, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedJan 03, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 04, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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