Construction Of Minor Bridge On Tembrosondasonapurborala Daryabad Hanwantkhedaroad At Ch 15/400, Odr 11 Tq.Chikhaldara Construction Of Minor Bridge On Tembrosondasonapurborala Daryabad Hanwantkhedaroad At Ch 15/400, Odr 11 Tq.Chikhaldara
Tender Value
Ref. Documents
Estimated cost
Bid Submission
01 Jan 2022
0 days left
EMD
35000
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 Bridge On Tembrosondasonapurborala Daryabad Hanwantkhedaroad At Ch 15/400, Odr 11 Tq.Chikhaldara Construction Of Minor Bridge On Tembrosondasonapurborala Daryabad Hanwantkhedaroad At Ch 15/400, Odr 11 Tq.Chikhaldara
BOQ
| Sl. No. | Item Description |
| 1 | Removing lime or lean cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. |
| 2 | 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. |
| 3 | Excavation for foundationin earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directedetc. complete. 0 to 1.5 m |
| 4 | Excavation for foundationin hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.0 to 1.5 m |
| 5 | Excavation for foundationin hard murum & boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.1.5 to 3 m |
| 6 | Excavation for foundationin soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.1.5 to 3 m |
| 7 | Excavation for foundationin soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.1.5 to 3 m |
| 8 | 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 10.0 to 19.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) |
| 9 | 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) |
| 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 (a) Height upto 5 M. (With Concrete Mixer)With fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) i) Height up to 5 m, normal rate. ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. iii) Height 7.50 to 10 m, 7.50 percent extra. iv) Over 10 m Height, add 10 percent extra for every 2.50m rise. |
| 11 | Providing and laying in situ / ready mix controlled M-20 cement concrete ofof 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 ) |
| 12 | 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 ) |
| 13 | 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 reinforcementetc. 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 ) i) Height up to 5 m, normal rate. ii) Height 5 to 7.50 m, add 5 percent extra over basic rate.iii) Height 7.50 to 10 m, 7.50 percent extra. iv) Over 10 m Height, add 10 percent extra for every 2.50m rise. |
| 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 ) |
| 15 | Providing and laying weep holes of 100 mm diameter AC/PVC pipes as per drawing for abutment returns, return walls etc. Complete. |
| 16 | Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete. |
| 17 | Providing, cutting, bending, hooking, tyingand laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. |
| 18 | Providingand 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. |
| 19 | Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material) |
| 20 | Providing and fixing stream lined M-20 grade RCC guard stone including mild steel bar reinforcement etc. complete. |
| 21 | Providing tar paper bearing including laying in proper position etc. complete. |
| 22 | 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. |
| 23 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. |
| 24 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. |
| 25 | 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) a)80 mm Metal, By breaking Boulders (Hand broken). |
| 26 | 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. |
| 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) a)40 mm Metal, By breaking Boulders (Hand broken). |
| 28 | 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. |
| 29 | Supplying soft murum at the road site, including conveying and stacking complete. |
| 30 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete |
| 31 | Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge . |
| 32 | 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) |
| 33 | Providing and fixing Informatiory sign Board in reactngular shape of 0.90 m X 0.75 m sie made out 20 guage (1.00mm) thick mild steel (black) sheet etc. including and two M.S. angle iron post of size 45 mm X 45mm X 5mm ,3.30 m long with horizontal frame of angle of 45 X 45 X 5 mm and M.S. angle bracing of 25 mm X 25 mm X 3.00 mm duly painted with alternte black & white band of 25 cm width including G.I. fixtures etc. complete the Nut bolts of board with ngle iron post / supporting structure after fixing at the site has to be electriclly welded |
| 34 | CementStandered Consistancy |
| 35 | Specific Gravity |
| 36 | Soundness |
| 37 | Fineness |
| 38 | Setting time |
| 39 | SandFineness Modulus |
| 40 | Silt and Clay Content |
| 41 | Murum (H.M./S.M)Liquid limit & plastic Limit. 1 Test 1000.00 |
| 42 | 80 mm Metal (Hand Broken and Crusher Metal)Gradation /Sieve Analysis |
| 43 | Impact value |
| 44 | Water Absorption |
| 45 | Flakiness/Elongation |
| 46 | C.C.CubeCompressive stength of C.C.Cube M 10 |
| 47 | Compressive stength of C.C.Cube M 15 aboutment |
| 48 | Compressive stength of C.C.Cube M 20 For Cap |
| 49 | Compressive stength of C.C.Cube M 25 For Slab |
| 50 | Compressive stength of C.C.Cube M 20 Ballest wall |
| 51 | Compressive stength of C.C.Cube M 20 Wearing Coat |
| 52 | Compressive stength of C.C.Cube M 20 Rigid Pavement |
| 53 | C.C.Mix Design M 25 |
| 54 | Steel(Tensile strength, %, Elongation, Yield Stress,Weight-Per Meter, Bend I Rebend Test, \" ., Proof Stress.)Up to 16 mm Dia |
| 55 | (Tensile strength, %, Elongation, Yield Stress,Weight-Per Meter, Bend I Rebend Test, \" ., Proof Stress.)Above16 mm Dia |
| 56 | Royalti for Sand |
| 57 | Royalti for Sand |
AI Tender Summary
Tender Timeline
Dec 18, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJan 01, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 03, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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