Construction Of Slab Drain At Ch 3/900 On Nimbhi Pimpalkhuta Road Vr-36 Tq . Morshi ( 3 . 00 M Slab Drain )
Tender Value
8.76 Lakhs
Estimated cost
Bid Submission
28 Jan 2020
0 days left
EMD
9000
Bank guarantee accepted
Document Fee
560
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
MORSHI → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Slab Drain At Ch 3/900 On Nimbhi Pimpalkhuta Road Vr-36 Tq . Morshi ( 3 . 00 M Slab Drain )
BOQ
| Name of Work: O/W Construction of Slab Drain at Ch 3/900 on Nimbhi Pimpalkhuta Road VR-36 Tq.Morshi (3.00 m Slab Drain) | |||||
|---|---|---|---|---|---|
| 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 | 38.77 | Cum |
| 2 | 2 | Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.\n(SSR 19-20 Item No.12.06) BR.3 Page No. 102\nb) 1.50m to 3.00m lift, Add 10% | BI01010001010000000000000515BI0100001114 | 18.29 | Cum |
| 3 | 3 | 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 | BI01010001010000000000000515BI0100001115 | 11.98 | Cum |
| 4 | 4 | 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 19-20 Item No.12.25) BR.5 Page No. 105 and B.7, Page No. 38 | BI01010001010000000000000515BI0100001116 | 11.507 | Cum |
| 5 | 5 | 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 | BI01010001010000000000000515BI0100001117 | 38.513 | Cum |
| 6 | 6 | 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 | BI01010001010000000000000515BI0100001118 | 8.937 | Cum |
| 7 | 7 | Providing and laying PCC in M15 grade levelling course of 100 mm thick below pile cap with fully automatic micro processor PLC with SCADA enabled reversible drum type mixer/ concrete batch mix plant (pan mixer) etc. complete. | BI01010001010000000000000515BI0100001119 | 1.47 | Cum |
| 8 | 8 | 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 | BI01010001010000000000000515BI0100001120 | 0.715 | MT |
| 9 | 9 | 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 | BI01010001010000000000000515BI0100001121 | 29.812 | Cum |
| 10 | 10 | Providing and laying of filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition as per drawing and technical specifications etc. complete.\n(SSR 19-20 Item No.12.72) MORT and H 2200 &-710.1.4 of iRC 78 | BI01010001010000000000000515BI0100001122 | 11.52 | Cum |
| 11 | 11 | Providing tar paper bearing including laying in proper position etc. complete.\n(SSR 19-20 Item No.13.02) \nAs directed by Engineer in charge | BI01010001010000000000000515BI0100001123 | 21.75 | Sqm |
| 12 | 12 | Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete.\n(SSR 19-20 Item No.14.33) BR.43 Page No. 138 | BI01010001010000000000000515BI0100001125 | 2.88 | Sqm |
| 13 | 13 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawings and Technical specifications etc. complete. (boulder laid without wire crates) | BI01010001010000000000000515BI0100001126 | 7.196 | Sqm |
| 14 | 14 | 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 | BI01010001010000000000000515BI0100001127 | 20.4 | Sqm |
| 15 | 15 | Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete.\n(SSR 19-20 Item No.17.37) MORT&H (5th Rev.) 2705, 2706 | BI01010001010000000000000515BI0100001128 | 14.8 | Rmt |
| 16 | 16 | 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 | BI01010001010000000000000515BI0100001129 | 1 | No |
| 17 | 17 | 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 | BI01010001010000000000000515BI0100001130 | 16.32 | Cum |
| 18 | 18 | 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 | BI01010001010000000000000515BI0100001131 | 32 | Cum |
| 19 | 19 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete.\n(SSR 19-20 Item No.2.29a) | BI01010001010000000000000515BI0100001132 | 86.122 | Cum |
| 20 | 20 | Supplying soft murum at the road site, including conveying and stacking complete.\n(SSR 19-20 Item No.2.29b) | BI01010001010000000000000515BI0100001133 | 9.6 | Cum |
| 21 | 21 | 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 | BI01010001010000000000000515BI0100001134 | 48.32 | Cum |
| 22 | 22 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete\n(SSR 19-20 Item No.2.30) | BI01010001010000000000000515BI0100001135 | 95.722 | Cum |
| 23 | 23 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.\nRate as Per S.E. Corrigendum 3604 Dt. 17-07-19 It No.12 | BI01010001010000000000000515BI0100001136 | 399.6 | Sqm |
| 24 | 24 | 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 | BI01010001010000000000000515BI0100001137 | 81.6 | Sqm |
| 25 | 25 | 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 | BI01010001010000000000000515BI0100001138 | 320 | Sqm |
| 26 | 26 | Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40mm. stone layers metal 30% crusher broken metal + 70% Hand broken metal (By breaking Rubble obtained by blasting) , heating and spraying the bitumen of specified grade @ 1.75 kg / sqm, spreading 12mm.size chips compacting with Static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc.complete, including applying tack coat of bitumen 0f specified grade at the rate of 0.30 Kg Sqm.(on existing bitumen surface.)\n(SSR 19-20 Item No.3.38a) IRC-SP-20, 2002 Clause No. 8.7.3 | BI01010001010000000000000515BI0100001139 | 320 | Sqm |
| 27 | 27 | Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM\nSurface) (VG-30 bulk bitumen rates are considered to arrive at rates)\n(SSR 19-20 Item No.4.12) MORTH 511 | BI01010001010000000000000515BI0100001140 | 320 | Sqm |
| 28 | 28 | 9 MM SEAL COAT: Providing and laying of Type A 9mm premix seal coat with HMP of apropriate capacity crushed stone chiping 6.7 mm size and penetration bitumen of specified grade @ 1.2kg/Sq.m, preparing existing road surface by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete.(VG-30 bulk bitumen rates are considered to arrive at rates)\n(SSR 19-20 Item No.4.13) MORTH 513 | BI01010001010000000000000515BI0100001141 | 320 | Sqm |
| 29 | 29 | 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 | BI01010001010000000000000515BI0100001142 | 63.72 | Cum |
| 30 | 30 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed.\n(SSR 19-20 Item No.2.25) MORTH 404 | BI01010001010000000000000515BI0100001143 | 47.7 | Cum |
| 31 | 31 | Royalty Charges | BI01010001010000000000000515BI0100001144 | 228.27 | Cum |
| 32 | 32 | Aggregate\nWater Absorption | BI01010001010000000000000515BI0100001145 | 3 | No |
| 33 | 33 | Impact Value | BI01010001010000000000000515BI0100001146 | 3 | No |
| 34 | 34 | Gradation (Sieve Analysis) | BI01010001010000000000000515BI0100001147 | 3 | No |
| 35 | 35 | Flakiness Index & Elongation Index | BI01010001010000000000000515BI0100001148 | 3 | No |
| 36 | 36 | Murum\nLiquid limit & plastic limit | BI01010001010000000000000515BI0100001149 | 2 | No |
| 37 | 37 | Extraction Test (For OGC) and Binder Content\nCarpet and Seal Coat | BI01010001010000000000000515BI0100001150 | 2 | No |
| 38 | 38 | Bitumen\nPenitration | BI01010001010000000000000515BI0100001151 | 1 | No |
| 39 | 39 | Ductility | BI01010001010000000000000515BI0100001152 | 1 | No |
| 40 | 40 | Softening Point | BI01010001010000000000000515BI0100001153 | 1 | No |
| 41 | 41 | Viscosity | BI01010001010000000000000515BI0100001154 | 1 | No |
AI Tender Summary
Tender Timeline
Jan 14, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJan 28, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 29, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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