Construction Of Slab Culvert On Pedhi Kurum Road Vr-119 At Ch 0/700 Tq . Bhatkuli ( Third Call )
Tender Value
3.89 Lakhs
Estimated cost
Bid Submission
03 Mar 2020
0 days left
EMD
4000
Bank guarantee accepted
Document Fee
560
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
Construction Of Slab Culvert On Pedhi Kurum Road Vr-119 At Ch 0/700 Tq . Bhatkuli ( Third Call )
BOQ
| Name of Work: Construction of Slab Culvert on Pedhi Kurum Road VR-119 at Ch 0/700 Tq.Bhatkuli | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.\n(SSR 19-20 Item No.12.02) BR.3 Page No. 102\na) Upto 1.50m lift Normal Rate | BI01010001010000000000000515BI0100001113 | 40.04 | Cum |
| 2 | 2 | Providing rubble filling of trap/ granite/ quartzite gneiss stones for foundations including hand packing filling gravel / sand in the voids etc. complete.\n(SSR 19-20 Item No.11.01) CD.1 Page.No. 159 | BI01010001010000000000000515BI0100001114 | 8.01 | Cum |
| 3 | 3 | Providing and laying in situ / ready mix cement concrete of M-10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc )\n(SSR 19-20 Item No.11.02) CD.-3 Page.No. 160 | BI01010001010000000000000515BI0100001115 | 8.01 | Cum |
| 4 | 4 | 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/steel form 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 \na) Height upto 5 M. (With Concrete Mixer)With Natural / VSI standard Artificial Sand \n( A) Depth to 10 m percent extra for rate\n( B ) Depth upto 15 m Add 40 percent extra for rate\n( C ) Depth upto 20 m Add 60 percent extra for rate\n( D ) Depth upto 20 m Add 100 percent extra for rate\ni) M-15\n(SSR 19-20 Item No.17.38) MORT&H (5th Rev.) 1700, 2204 | BI01010001010000000000000515BI0100001116 | 27.92 | Cum |
| 5 | 5 | Providing and laying in situ / ready mix M-25 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer and fine agreegates of required specifications (Natural sand / VSI sand finely washed etc )\ni) Height up to 5 m, normal rate. \nii) Height 5 to 7.50 m, add 5 percent extra over basic rate.\niii) Height 7.50 to 10 m, 7.50 percent extra.\niv) Over 10 m Height, add 10 percent extra for every 2.50m rise.\n(SSR 19-20 Item No.14.15) BR.38(b and c) Page No. 135 and B. 7, Page No.38 | BI01010001010000000000000515BI0100001117 | 3.95 | Cum |
| 6 | 6 | Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete.\n(SSR 19-20 Item No.14.01) BR.35 Page No. 134 | BI01010001010000000000000515BI0100001118 | 0.4 | MT |
| 7 | 7 | Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material)\n(SSR 19-20 Item No.12.70) MORT and H 2200 &-710.1.4 of iRC 78 | BI01010001010000000000000515BI0100001119 | 2.87 | Cum |
| 8 | 8 | Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete.\n(SSR 19-20 Item No.14.88) As directed by Engineer in charge | BI01010001010000000000000515BI0100001120 | 11.26 | Sqm |
| 9 | 9 | 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 19-20 Item No.2.11) MORTH 301 | BI01010001010000000000000515BI0100001121 | 45 | Cum |
| 10 | 10 | Watering and compacting the embankment formed ofmaterials obtained from the road cutting, departmental landsor other sources within a lead of 50 m. after laying them inlayers of 20 cm to 30 cm with 3% Camber and designsuperelevation etc. complete. (Compaction with Power roller).\nRate as Per S.E. Correrendum 3604 Dt. 17-07-19 It No.11 | BI01010001010000000000000515BI0100001122 | 9 | Cum |
| 11 | 11 | 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 19-20 Item No.50.56) As directed by Engineer-in-charge | BI01010001010000000000000515BI0100001123 | 1.2 | Cum |
| 12 | 12 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete.\n(SSR 19-20 Item No.2.29a) | BI01010001010000000000000515BI0100001125 | 5.1 | 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)\nb) 40 mm Metal, By breaking Boulders (Hand broken) \n(SSR 19-20 Item No.50.57) As directed by Engineer-in-charge | BI01010001010000000000000515BI0100001126 | 1.2 | Cum |
| 14 | 14 | Supplying soft murum at the road site, including conveying and stacking complete.\n(SSR 19-20 Item No.2.29b) | BI01010001010000000000000515BI0100001127 | 0.4 | Cum |
| 15 | 15 | Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge .\n(SSR 19-20 Item No.50.58) As directed by Engineer-in-charge | BI01010001010000000000000515BI0100001128 | 3.6 | Cum |
| 16 | 16 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete\n(SSR 19-20 Item No.2.30) | BI01010001010000000000000515BI0100001129 | 5.5 | Cum |
| 17 | 17 | 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 19-20 Item No.50.59) As directed by Engineer-in-charge | BI01010001010000000000000515BI0100001130 | 12.16 | Sqm |
| 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 19-20 Item No.50.61) As directed by Engineer-in-charge | BI01010001010000000000000515BI0100001131 | 24.32 | Sqm |
| 19 | 19 | Surface Dressing -- Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller. --\nb) 13 mm nominal chippling size (bitumen 10.00 kg/10 Sq.M -- Bitumen of specified grade (VG-30 bulk bitumen rates are considered to arrive at rates)\n(SSR 19-20 Item No.4.05) MORTH 510 | BI01010001010000000000000515BI0100001132 | 12 | Sqm |
| 20 | 20 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.\n(SSR 19-20 Item No.2.31) | BI01010001010000000000000515BI0100001133 | 10.58 | Sqm |
| 21 | 21 | 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 19-20 Item No.6.36) MORTH 801 | BI01010001010000000000000515BI0100001134 | 1 | No |
| 22 | 22 | CEMENT\nStandard Consistancy | BI01010001010000000000000515BI0100001135 | 1 | No |
| 23 | 23 | Fineness | BI01010001010000000000000515BI0100001136 | 1 | No |
| 24 | 24 | Specific Gravity | BI01010001010000000000000515BI0100001137 | 1 | No |
| 25 | 25 | Initial Setting Time, Final Setting Time | BI01010001010000000000000515BI0100001138 | 1 | No |
| 26 | 26 | Compressive Strength | BI01010001010000000000000515BI0100001139 | 1 | No |
| 27 | 27 | Soundness by Lechatelier Apparatus | BI01010001010000000000000515BI0100001140 | 1 | No |
| 28 | 28 | Aggregate\nWater Absorption | BI01010001010000000000000515BI0100001141 | 1 | No |
| 29 | 29 | Impact Value | BI01010001010000000000000515BI0100001142 | 1 | No |
| 30 | 30 | Gradation (Sieve Analysis) | BI01010001010000000000000515BI0100001143 | 1 | No |
| 31 | 31 | Flakiness Index & Elongation Index | BI01010001010000000000000515BI0100001144 | 1 | No |
| 32 | 32 | Mix Design\nConcrete Mix Design M-25 | BI01010001010000000000000515BI0100001145 | 1 | No |
| 33 | 33 | Fine Aggregate\nFineness Modulus (Sieve Analysis) | BI01010001010000000000000515BI0100001146 | 1 | No |
| 34 | 34 | Silt and Clay Content | BI01010001010000000000000515BI0100001147 | 1 | No |
| 35 | 35 | Concrete\nCompressive Strength of C.C. cube (set of 3 cubes) | BI01010001010000000000000515BI0100001148 | 16 | No |
| 36 | 36 | Rubble\nWater Absorbtion | BI01010001010000000000000515BI0100001149 | 1 | No |
| 37 | 37 | Impact Value | BI01010001010000000000000515BI0100001150 | 1 | No |
| 38 | 38 | Hard & Soft Murum\nLiquid limit & plastic limit | BI01010001010000000000000515BI0100001151 | 1 | No |
| 39 | 39 | Steel\nTensile Strength, Elongation, Yield Stress, Weight Per Meter, Bend / Rebend Test, Proof Stress | BI01010001010000000000000515BI0100001152 | 5 | No |
| 40 | 40 | Royalty Charges | BI01010001010000000000000515BI0100001153 | 48.41 | Cum |
AI Tender Summary
Tender Timeline
Feb 26, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedMar 03, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 04, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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