Construction Of Minor On Chihali Kesharpur Bhiroja Road Vr-11 At Ch 4/00 Tq . Chikhaldara
Tender Value
17.06 Lakhs
Estimated cost
Bid Submission
05 Mar 2020
0 days left
EMD
18000
Bank guarantee accepted
Document Fee
1120
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
Construction Of Minor On Chihali Kesharpur Bhiroja Road Vr-11 At Ch 4/00 Tq . Chikhaldara
BOQ
| Name of Work: Construction of Minor on Chihali Kesharpur Bhiroja Road VR-11 at Ch 4/00 Tq.Chikhaldara | |||||
|---|---|---|---|---|---|
| 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 19-20 Item No.46.29) As directed by Engineer in charge. | BI01010001010000000000000515BI0100001113 | 4.87 | Cum |
| 2 | 2 | Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete.\n(SSR 19-20 Item No.46.13) As directed by Engineer in charge. | BI01010001010000000000000515BI0100001114 | 3.4 | Cum |
| 3 | 3 | Removing lime or lean cement concrete including stacking the spoils as directed with all leads, lifts etc, complete.\n(SSR 19-20 Item No.46.12) As directed by Engineer in charge. | BI01010001010000000000000515BI0100001115 | 20.16 | Cum |
| 4 | 4 | Removing Np-2 and Np-3 class pipes including stacking at road side as directed by the Engineer in charge. Upto 900mm dia. etc complete.\n(SSR 19-20 Item No.46.30) As directed by Engineer in charge. | BI01010001010000000000000515BI0100001116 | 16.5 | Rmt |
| 5 | 5 | 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 | BI01010001010000000000000515BI0100001117 | 7.68 | Cum |
| 6 | 6 | Excavation for foundation in hard murum & boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. \n(SSR 19-20 Item No.12.04) BR.3 Page No. 102 | BI01010001010000000000000515BI0100001118 | 32.66 | Cum |
| 7 | 7 | 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\na) Upto 1.50m lift Normal Rate | BI01010001010000000000000515BI0100001119 | 40.32 | Cum |
| 8 | 8 | Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.\n(SSR 19-20 Item No.12.08) BR.3 Page No. 102\na) Upto 1.50m lift Normal Rate | BI01010001010000000000000515BI0100001120 | 53.02 | Cum |
| 9 | 9 | 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 | BI01010001010000000000000515BI0100001121 | 28.96 | Cum |
| 10 | 10 | 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 | BI01010001010000000000000515BI0100001122 | 94.01 | Cum |
| 11 | 11 | 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 19-20 Item No.17.52) MORT&H(5th Rev.) 1700, 2205, 2304 | BI01010001010000000000000515BI0100001123 | 3.58 | Cum |
| 12 | 12 | 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 | BI01010001010000000000000515BI0100001125 | 16.7 | Cum |
| 13 | 13 | 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 19-20 Item No.14.44) BR.50 Page No. 143 and B. 7, Page No.38 | BI01010001010000000000000515BI0100001126 | 2.61 | Cum |
| 14 | 14 | 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 19-20 Item No.14.39) BR.47(a) Page No. 140 and B. 7, Page No.38 | BI01010001010000000000000515BI0100001127 | 3.15 | Cum |
| 15 | 15 | 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 | BI01010001010000000000000515BI0100001128 | 2.47 | MT |
| 16 | 16 | 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 | BI01010001010000000000000515BI0100001129 | 45 | Rmt |
| 17 | 17 | 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 | BI01010001010000000000000515BI0100001130 | 7.16 | Sqm |
| 18 | 18 | 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 | BI01010001010000000000000515BI0100001131 | 8.67 | Sqm |
| 19 | 19 | 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 | BI01010001010000000000000515BI0100001132 | 49.5 | Sqm |
| 20 | 20 | 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 | BI01010001010000000000000515BI0100001133 | 26.93 | Cum |
| 21 | 21 | Providing dry rubble stone pitching 23 cm (about 9 ) thick including all material, quarry spalls, labour etc. complete.( lead to be considered seperately )\"\n(SSR 19-20 Item No.2.34) MORTH 401 | BI01010001010000000000000515BI0100001134 | 3.9 | Cum |
| 22 | 22 | 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.\n(SSR 19-20 Item No.2.18) MORTH 309 | BI01010001010000000000000515BI0100001135 | 65 | Cum |
| 23 | 23 | 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 vibratory roller.\nAs per SE's (PWD Amravati) Letter No.3604 Date 17-07-2019 | BI01010001010000000000000515BI0100001136 | 27 | Cum |
| 24 | 24 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete.\n(SSR 19-20 Item No.2.29a) | BI01010001010000000000000515BI0100001137 | 8.51 | Cum |
| 25 | 25 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete\n(SSR 19-20 Item No.2.30) | BI01010001010000000000000515BI0100001138 | 8.51 | Cum |
| 26 | 26 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.\nAs per SE Circular No. 3604 Dated 17/07/2019 | BI01010001010000000000000515BI0100001139 | 16.2 | Sqm |
| 27 | 27 | 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 | BI01010001010000000000000515BI0100001140 | 3.24 | Cum |
| 28 | 28 | 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 | BI01010001010000000000000515BI0100001141 | 3.24 | Cum |
| 29 | 29 | 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 | BI01010001010000000000000515BI0100001142 | 16.2 | Sqm |
| 30 | 30 | Providing and laying in situ / ready mix M-20 cement concrete of trap /granite /quartzite /gneiss metal for approach slab / Rigid pavement including compacting, finishing, curing etc. complete. (excluding reinforcement) (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 6.40 bags/cumt)\n(SSR 19-20 Item No.11.25) CD.20 Page.No. 169 | BI01010001010000000000000515BI0100001143 | 1.8 | Cum |
| 31 | 31 | Providing steel anchor dowel bars of 32 mm diameter and 4 m length through steining of the wells including provision of necessary ducts through staining, drilling holes of 60 mm diameter up to 2.5 m depth in rock, placing the dowels in position and effectively grouting the holes with CM 1:1 etc. complete. | BI01010001010000000000000515BI0100001144 | 4 | No |
| 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 19-20 Item No.6.36) MORTH 801 | BI01010001010000000000000515BI0100001145 | 1 | No |
| 33 | 33 | CEMENT\nStandard Consistancy | BI01010001010000000000000515BI0100001146 | 1 | No |
| 34 | 34 | Fineness | BI01010001010000000000000515BI0100001147 | 1 | No |
| 35 | 35 | Specific Gravity | BI01010001010000000000000515BI0100001148 | 1 | No |
| 36 | 36 | Initial Setting Time, Final Setting Time | BI01010001010000000000000515BI0100001149 | 1 | No |
| 37 | 37 | Compressive Strength | BI01010001010000000000000515BI0100001150 | 1 | No |
| 38 | 38 | Soundness by Lechatelier Apparatus | BI01010001010000000000000515BI0100001151 | 1 | No |
| 39 | 39 | Aggregate\nWater Absorption | BI01010001010000000000000515BI0100001152 | 3 | No |
| 40 | 40 | Impact Value | BI01010001010000000000000515BI0100001153 | 3 | No |
| 41 | 41 | Sieve Analysis | BI01010001010000000000000515BI0100001154 | 3 | No |
| 42 | 42 | Flakiness Index | BI01010001010000000000000515BI0100001155 | 3 | No |
| 43 | 43 | Mix Design\nM-25 Mix Design | BI01010001010000000000000515BI0100001156 | 1 | No |
| 44 | 44 | Sand\nFineness Modulus (Sieve Analysis) | BI01010001010000000000000515BI0100001157 | 1 | No |
| 45 | 45 | Silt and Clay Content | BI01010001010000000000000515BI0100001158 | 1 | No |
| 46 | 46 | Concrete\nCompressive Strength C.C. Cube (Set of 3 Cubes) | BI01010001010000000000000515BI0100001159 | 13 | No |
| 47 | 47 | Rubble\nWater Absorbtion | BI01010001010000000000000515BI0100001160 | 1 | No |
| 48 | 48 | Impact Value | BI01010001010000000000000515BI0100001161 | 1 | No |
| 49 | 49 | Soft Murum\nLiquid limit & plastic limit | BI01010001010000000000000515BI0100001162 | 1 | No |
| 50 | 50 | Steel\nTensile Strength, Elongation, Yield Stress, Weight Per Meter, Bend / Rebend Test, Proof Stress | BI01010001010000000000000515BI0100001163 | 5 | No |
| 51 | 51 | Royalty Charges | BI01010001010000000000000515BI0100001164 | 152.57 | Cum |
AI Tender Summary
Tender Timeline
Feb 20, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedMar 05, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 06, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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