Construction Of Minor Bridge On Ghatladki Kurankhed Domak Taroda To Sh-292 Road Odr-34 At Ch 6/500 Tq . Morshi 2 Call
Tender Value
28.51 Lakhs
Estimated cost
Bid Submission
09 Dec 2019
0 days left
EMD
29000
Bank guarantee accepted
Document Fee
1120
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 Minor Bridge On Ghatladki Kurankhed Domak Taroda To Sh-292 Road Odr-34 At Ch 6/500 Tq . Morshi 2 Call
BOQ
| Name of Work: Construction of Minor Bridge on Ghatladki Kurankhed Domak Taroda to SH-292 Road ODR-34 at Ch 6/500 Tq.Morshi | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Dismantling the R.C.C. Work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed etc. complete.\n(SSR 18-19 Item No.46.29) As directed by Engineer in charge. | BI01010001010000000000000515BI0100001113 | 18.9 | Cum |
| 2 | 2 | Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts etc.\n(SSR 18-19 Item No.46.11) As directed by Engineer in charge. | BI01010001010000000000000515BI0100001114 | 39.9 | Cum |
| 3 | 3 | Removing Np-2 and Np-3 class pipes including stacking at road side as directed by the Engineer in charge. Upto 900mm dia and above. etc complete.\n(SSR 18-19 Item No.46.31) As directed by Engineer in charge. | BI01010001010000000000000515BI0100001115 | 22.5 | Rmt |
| 4 | 4 | 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 18-19 Item No.12.02) BR.3 Page No. 102\na) Upto 1.50m lift Normal Rate | BI01010001010000000000000515BI0100001116 | 278.81 | Cum |
| 5 | 5 | b) 1.50m to 3.00m lift, Add 10% | BI01010001010000000000000515BI0100001117 | 77.63 | Cum |
| 6 | 6 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)\n(SSR 18-19 Item No.12.22) BR 4 Page No 104.105 | BI01010001010000000000000515BI0100001118 | 242.16 | Hour |
| 7 | 7 | 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 18-19 Item No.11.02) CD.-3 Page.No. 160 | BI01010001010000000000000515BI0100001119 | 10.96 | Cum |
| 8 | 8 | Providing and laying in situ / ready mix / ready mix M15 CC of trap/ granite /quartzite /gneiss metal for the bottom plugs of wells in the dry condition including compaction and curing wherever necessary etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine agreegates of required specifications\n(Natural sand / VSI sand finely washed etc ) \n(SSR 18-19 Item No.12.49) BR.17 Page No. 120 and B. 7, Page No.38 | BI01010001010000000000000515BI0100001120 | 6.54 | Cum |
| 9 | 9 | Providing and laying in situ / ready mix controlled grade of M15 of trap /granite /quartzite /gneiss metal for RCC works in cut off walls / curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing 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\n/artifical sand, excluding reinforcement)\n(SSR 18-19 Item No.12.55) As directed by Engineer in charge. | BI01010001010000000000000515BI0100001121 | 33.53 | Cum |
| 10 | 10 | Providing and laying in situ / ready mix M-25 controlled reinforced cement concrete of trap metal for raft slab including \"V\" haunches, formwork, scaffolding, compaction by vibrating, finishing curing etc. complete. concrete batch mix plant / pan mixer with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) etc. complete. (excluding reinforcement). a) RCC Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer) . \n(SSR 18-19 Item No.17.33) MORT&H (5th Rev.) 1700, 2304 | BI01010001010000000000000515BI0100001122 | 31.69 | Rmt |
| 11 | 11 | Providing and filling sand in foundation trenches / below Raft as per drawing and technical specifications etc. complete. (Coarse Sand and Gravel )\n(SSR 18-19 Item No.15.07) M.O.R.T and H - 300,2100 | BI01010001010000000000000515BI0100001123 | 90.24 | Cum |
| 12 | 12 | Providing flexible apron of 100 cm thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall etc. complete.\n(SSR 18-19 Item No.14.81) MORT and H 2500 | BI01010001010000000000000515BI0100001125 | 48.42 | Cum |
| 13 | 13 | 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 18-19 Item No.17.38) MORT&H (5th Rev.) 1700, 2204 | BI01010001010000000000000515BI0100001126 | 44.38 | Cum |
| 14 | 14 | Providing and laying in situ / ready mix controlled M-20 cement concrete of of trap / granite / quartzite/ gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/steel formwork, compacting by vibrating, finishing in CM 1:3 and curing etc complete ( Excluding reinforcement) With reversible drum type mixer/ concrete batch mix plant (pan mixer) . with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) \n(SSR 18-19 Item No.17.52) MORT&H(5th Rev.) 1700, 2205, 2304 | BI01010001010000000000000515BI0100001127 | 4.57 | Cum |
| 15 | 15 | 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 18-19 Item No.14.15) BR.38(b and c) Page No. 135 and B. 7, Page No.38 | BI01010001010000000000000515BI0100001128 | 37.09 | Cum |
| 16 | 16 | Providing and laying in situ / ready mix M20 RCC of trap/ granite/ quartzite/ gneiss metal for RCC work of ballast walls, kerbs and box returns including scaffolding, compaction, formwork finishing and curing etc. complete. (excluding reinforcement, with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc )\n(SSR 18-19 Item No.14.44) BR.50 Page No. 143 and B. 7, Page No.38 | BI01010001010000000000000515BI0100001129 | 23.12 | Cum |
| 17 | 17 | Providing and laying in situ / ready mix M20 CC of trap/ granite/ quartzite/ gneiss metal for wearing course 8cm thick including compacting, finishing, curing and filling in joints with bitumen etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc )\n(SSR 18-19 Item No.14.39) BR.47(a) Page No. 140 and B. 7, Page No.38 | BI01010001010000000000000515BI0100001130 | 9.72 | Cum |
| 18 | 18 | Providing uncoursed rubble trap /quartzite /gneiss stone masonary in cement mortar 1:5 for piers, abutments, wings, returns, head-walls, parapet etc. including bailing out of water, striking joints of the non exposed faces, pointing the exposed faces with cement mortar 1:3, scaffolding, watering to masonary and etc. complete.\n(SSR 18-19 Item No.11.07) CD.6 Page.No. 162 | BI01010001010000000000000515BI0100001131 | 5.25 | Cumt |
| 19 | 19 | 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 18-19 Item No.14.01) BR.35 Page No. 134 | BI01010001010000000000000515BI0100001132 | 8.24 | MT |
| 20 | 20 | Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete.\n(SSR 18-19 Item No.17.37) MORT&H (5th Rev.) 2705, 2706 | BI01010001010000000000000515BI0100001133 | 45.58 | Rmt |
| 21 | 21 | Prividing and fixing pressure relief pipes of 110 mm diametre of PVC as per drawing for R.C.C Raft, galaries returns, abutments, wing wall etc complete.\n(SSR 18-19 Item No.17.36) MORT&H (5th Rev.) 2705, 2706 | BI01010001010000000000000515BI0100001134 | 4.61 | Rmt |
| 22 | 22 | Providing tar paper bearing including laying in proper position etc. complete.\n(SSR 18-19 Item No.13.02) \nAs directed by Engineer in charge | BI01010001010000000000000515BI0100001135 | 10.11 | Sqm |
| 23 | 23 | Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete.\n(SSR 18-19 Item No.14.33) BR.43 Page No. 138 | BI01010001010000000000000515BI0100001136 | 10.79 | Sqm |
| 24 | 24 | Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material)\n(SSR 18-19 Item No.12.70) MORT and H 2200 &-710.1.4 of iRC 78 | BI01010001010000000000000515BI0100001137 | 10.69 | Cum |
| 25 | 25 | 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 18-19 Item No.14.88) As directed by Engineer in charge | BI01010001010000000000000515BI0100001138 | 62.96 | Sqm |
| 26 | 26 | Providing and laying filter material underneath pitching in slopes as per drawings and technical specifications etc. complete.\n(SSR 18-19 Item No.14.74) MORT and H-2500 | BI01010001010000000000000515BI0100001139 | 15.58 | Cum |
| 27 | 27 | Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications etc. complete. (by stone/boulder)\n(SSR 18-19 Item No.14.72) MORT and H-2500 | BI01010001010000000000000515BI0100001140 | 15.58 | Cum |
| 28 | 28 | 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 | BI01010001010000000000000515BI0100001141 | 254.4 | Cum |
| 29 | 29 | Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97% of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with Power roller.\n(SSR 18-19 Item No.2.24) MORTH 305\nAs per SE Letter Circular Date 18.12.2018 | BI01010001010000000000000515BI0100001142 | 121.5 | Cum |
| 30 | 30 | 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 rubble obtained by blasting.(Hand broken). with prior approval of concerned Superitending Engineer.\n(SSR 18-19 Item No.50.54) As directed by Engineer-in-charge | BI01010001010000000000000515BI0100001143 | 24.3 | Cum |
| 31 | 31 | 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 | BI01010001010000000000000515BI0100001144 | 22.5 | Cum |
| 32 | 32 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete.\n(SSR 18-19 Item No.2.29a) | BI01010001010000000000000515BI0100001145 | 91.91 | Cum |
| 33 | 33 | 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 | BI01010001010000000000000515BI0100001146 | 24.3 | Cum |
| 34 | 34 | Supplying soft murum at the road site, including conveying and stacking complete.\n(SSR 18-19 Item No.2.29b) | BI01010001010000000000000515BI0100001147 | 7.5 | Cum |
| 35 | 35 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete\n(SSR 18-19 Item No.2.30) | BI01010001010000000000000515BI0100001148 | 99.41 | Cum |
| 36 | 36 | 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 | BI01010001010000000000000515BI0100001149 | 121.5 | Sqm |
| 37 | 37 | 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 | BI01010001010000000000000515BI0100001150 | 112.5 | Sqm |
| 38 | 38 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.\n(SSR 18-19 Item No.2.31) | BI01010001010000000000000515BI0100001151 | 234 | Sqm |
| 39 | 39 | Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 30% crusher broken metal + 70% Hand broken (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 picking of existing WBM surface.(VG-30 bulk bitumen rates are considered to arrive at rates)\n(SSR 18-19 Item No.3.37a) IRC-SP-20, 2002 Clause No. 8.7.3 | BI01010001010000000000000515BI0100001152 | 112.5 | Sqm |
| 40 | 40 | 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 18-19 Item No.3.38a) IRC-SP-20, 2002 Clause No. 8.7.3 | BI01010001010000000000000515BI0100001153 | 562.5 | Sqm |
| 41 | 41 | 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 18-19 Item No.4.12) MORTH 511 | BI01010001010000000000000515BI0100001154 | 675 | Sqm |
| 42 | 42 | 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 18-19 Item No.4.13) MORTH 513 | BI01010001010000000000000515BI0100001155 | 675 | Sqm |
| 43 | 43 | 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 | BI01010001010000000000000515BI0100001156 | 1 | No |
| 44 | 44 | CEMENT\nStandard Consistancy, Fineness, Specific Gravity, Initial Setting Time, Final Setting Time. Compressive Strength, Soundness by Lechatelier Apparatus | BI01010001010000000000000515BI0100001157 | 1 | No |
| 45 | 45 | Aggregate\n Water Absorption, Specific Gravity, Impact Value, Crushing Value | BI01010001010000000000000515BI0100001158 | 1 | No |
| 46 | 46 | Sieve Analysis | BI01010001010000000000000515BI0100001159 | 1 | No |
| 47 | 47 | Flakiness Index & Elongation Index | BI01010001010000000000000515BI0100001160 | 1 | No |
| 48 | 48 | Mix Design\nConcrete Mix Design M-25 | BI01010001010000000000000515BI0100001161 | 1 | No |
| 49 | 49 | Fine Aggregate\nFineness Modulus (Sieve Analysis), Silt and Clay Content | BI01010001010000000000000515BI0100001162 | 1 | No |
| 50 | 50 | Compressive Strength C.C. Cube (Set of 3.00 Cubes) | BI01010001010000000000000515BI0100001163 | 10 | No |
| 51 | 51 | Rubble\nWater Absorbtion, Crushing Value, Specific Gravity, Compressive Strength | BI01010001010000000000000515BI0100001164 | 1 | No |
| 52 | 52 | Soft Murum / Soil\nLiquid limit & plastic limit | BI01010001010000000000000515BI0100001165 | 1 | No |
| 53 | 53 | Steel\nTensile Strength, Elongation, Yield Stress, Weight Per Meter, Bend / Rebend Test, Proof Stress | BI01010001010000000000000515BI0100001166 | 3 | No |
| 54 | 54 | Bitumen\nPenitration, Softening Point, Flash & Fire Point Point, Specific Gravity | BI01010001010000000000000515BI0100001167 | 1 | No |
| 55 | 55 | Bitumen\nCarpet Extraction Binder Content | BI01010001010000000000000515BI0100001168 | 1 | No |
| 56 | 56 | Premix seal Coat \nExtraction Test (For OGC) | BI01010001010000000000000515BI0100001169 | 1 | No |
| 57 | 57 | Royalty Charges | BI01010001010000000000000515BI0100001170 | 531.88 | Cum |
AI Tender Summary
Tender Timeline
Dec 04, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedDec 09, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 10, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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