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Construction Of Bridge Over River Local Nallah At 1St Km . On Jajanga-Gurubeda Road Under Dmf In The District Of Keonjhar . , Keonjhar-Odisha

Rural Works Department has published Construction Of Bridge Over River Local Nallah At 1St Km . On Jajanga-Gurubeda Road Under Dmf In The District Of Keonjhar . . Submission Date for this Tender is 25-06-2021. Bridge Work Tenders in Keonjhar Odisha. Bidders can get complete Tender details and download the document.




Tender Notice

28155882
Construction Of Bridge Over River Local Nallah At 1St Km . On Jajanga-Gurubeda Road Under Dmf In The District Of Keonjhar .
Open Tender
Indian
Odisha
Keonjhar
25-06-2021

Tender Details

Construction Of Bridge Over River Local Nallah At 1St Km . On Jajanga-Gurubeda Road Under Dmf In The District Of Keonjhar .

Key Value

Document Fees
INR 10000 /-
EMD
Refer document
Tender Value
INR 1.76 Crore /-

BOQ Items

Name of Work: Construction of Bridge over river Local Nallah at 1st Km. on Jajanga Gurubeda road under DMF in the District of Keonjhar.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Earth work in cutting over burden earth in all kind of soil with all leads & lifts & depositing the excavated materials away from the working areas complete as per specification &direction of the Engineer-in-Charge including cost of all labour & T&P articles required for the work etc.complete in all respect upto bed level. BI01010001010000000000000515BI0100001112 2135 Cum
2 2 Earth work in exavation of foundation in all kinds of Soil within initial lead and lifts including shoring & shuttering & dewatering, dressing and levelling the bed and depositing the excavated earth away from the work site etc complete as per Specification & direction of Engineer-in-Charge . BI01010001010000000000000515BI0100001113 1230 cum
3 3 Cement concrete (1:3:6) in foundation & plinth with 4cm. crusher broken hard granite broken metal of approved quality from approved quarry including hoisting lowering & laying in layers not exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vibrator including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specific ation & direction of the Engineer-in Charge providing groove & beads where necessary complete in all respects. BI01010001010000000000000515BI0100001114
4 3.01 In Foundation BI01010001010000000000000515BI0100001115 97.29 cum
5 4 Providing Cement concrete M15 in foundation upto a depth of 1.5m below ground level and upto a height of 1.5m above ground lavel /bed level using 4O mm and down graded size stone agreegates of approved quality including hoisting, lowering & laying concrete in position in layers not less than 150mm thickness with proper packing & ramming by means of vibrator to proper slope & level including curing , watering ,shoring shuttering etc complete with cost,conveyance ,royalty and all other taxes of materials ,labour charges ,T & P etc required for the work complete as per specification and direction of Engineer-in-Charge . BI01010001010000000000000515BI0100001116
6 4.01 In Foundation BI01010001010000000000000515BI0100001117 154.15 cum
7 4.02 Upto Bed BI01010001010000000000000515BI0100001118 180.44 cum
8 5 Supplying & filling good clean river sand inside the well/approach road including watering to complete saturation & raming complete with all leads & lifts including cost, conveyance royality & taxes of all materials & cost of all labour & T&P reuired for the work complete (measurement will be taken for compacted section as per direction of Engineer-in-charge). BI01010001010000000000000515BI0100001119 201.92 Cum
9 6 Providing CC of M15 (1:2.5:5) with 12mm size chips including cost conveyance, royality etc. eomplete as per direction of Engineer-in-Charge. 32 Cum
10 7 R.C.C. of design mix of M-250 grade having specified characteristics compressive strength / target mean strength of 250kg / cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150mm cubes at 28 days curring after mixing & tests conducted in accordance with relevant clauses of IS 456/ IS 516/RC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 20 mm sizes & down graded sizes & propertioin as specified in clause-302.6.2 of IRC-21-1987 & IS-10262 & subject to mix design in conformity with the grading & proportiion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum qantity of cement confirming to codal provision including hoisting, lowerring & laying cocrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering & shuttering & form works finishing the exposed surface smooth providing beads & grooves whereever necessary including cost, conveyance royaltities and all othe taxes of all materials the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-charge but excluding cost, conveyance of tor steel & binding wire labour charges for straighthening, cutting, bending, binding, welding & tying the grills lapping splicing etc. where ever necessary & hoisting & placing in position (to be paid separately as required for RCC works. BI01010001010000000000000515BI0100001120
11 7.01 In Foundation BI01010001010000000000000515BI0100001121 206.97 Cum
12 7.02 Abutment & Piers BI01010001010000000000000515BI0100001122 186.23 Cum
13 7.03 Abutment and Pier Cap BI01010001010000000000000515BI0100001123 18.81 Cum
14 7.04 Dirt Walls BI01010001010000000000000515BI0100001124 2.54 Cum
15 7.05 Column & Wing Wall BI01010001010000000000000515BI0100001125 6.07 Cum
16 7.06 Deck Slab BI01010001010000000000000515BI0100001126 203 Cum
17 7.07 Road Kerbs BI01010001010000000000000515BI0100001127 10.41 Cum
18 8 R.C.C of design mix of M20 grade having specified characteristics compressive srength/target mean strength of 200kg/ cm² in design mix with minimum quantity of cement as specified in IRC code of 150mm cubes at 28 days curing after mixing and tests conducted in accordance with relavent clause of IS 456/ IS 516/ IRC 216/1987 / IRC 78/1983 using crusher brocken chips of 20mm and down graded size and proportion as specified in clause 302,62 of IRC 21/1987 & IS 10262 and subject to mix design in conforming with the grading & propertion as specified in the relavent codes of approved quality using minimum quantity of cement confirming to codal provision including hoisting, lowering and laying concrete in layers not exceeding 15cm thick compacting with vibrators watering and curing for 28 days including centering & shuttering etc complete with cost,conveyance ,royalty and all other taxes of materials ,labour charges ,T & P etc required for the work complete as per specification and direction of Engineer -in charge . BI01010001010000000000000515BI0100001128
19 8.01 Railing & Post BI01010001010000000000000515BI0100001129 7.84 Cum
20 9 R.C.C. of design mix of M-300 grade having specified characteristics compressive strength / target mean strength of 300kg / cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150mm cubes at 28 days curring after mixing & tests conducted in accordance with relevant clauses of IS 456/ IS 516/IRC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 20mm & down graded sizes & proportion as specified in clause-302.6.2 of IRC-21-1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowerring & laying cocrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering & shuttering & form works finishing the exposed surface smooth providing beads & grooves whereever necessary including cost, conveyance royaltities and all other taxes of all materials with all lead & lifts, cost of all labour, T&P & machinaries etc required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straighthening, cutting, bending, binding, welding & tying the grills lapping splicing etc. where ever necessary & hoisting & placing in position (to be paid separately as required for RCC works. ). BI01010001010000000000000515BI0100001130
21 9.01 (i) Wearing Coat BI01010001010000000000000515BI0100001131 18.12 Cum
22 9.02 (ii) Approach Slab BI01010001010000000000000515BI0100001132 17.57 Cum
23 10 Supply of HYSD bars confirming to grade Fe-500 cutting bending, binding, lapping, spalicing, welding etc. (conforming to ISI specification) & jointing if necessary by lapping & tying the grils & placing in position as requirec for RCC works as per the approved design, hoisting, lowering & laying in postion including cost & conveyance of tor steel & binding wires of 18 to 20 gauge (as to be approved by the Deptt.) etc. complete (weight of binding wire shall not be considered for payment at all which will be borne by the contractor) (standard Co-efficient of different sizes of the steel shall be considered & welding & lapping should confirm to relevant clause of IRC-21/1987 BI01010001010000000000000515BI0100001133 812.37 Qntl
24 11 Provoding and laying filtermedia with hard granite stone aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall as per clause no 1204.3.8 of Mord specification including cost,conveyance,royalty and all other taxes of all materials,labour charges ,T & P etc required for the work complete as per specification and direction of the Engineer-in- Charge. BI01010001010000000000000515BI0100001134 38.85 Cum
25 12 Providing, fitting and fixing anchor bars of 25mm to 38mm dia with / with out G.I pipe arrangement for connection of pier with deckslab as per appoved drawing and design including cost,conveyance,royalty and all other taxes of all materials,labour charges ,T & P etc required for the work complete as per specification and direction of the Engineer-in- Charge but excluding cost of rod. BI01010001010000000000000515BI0100001135
26 12.01 With G.I pipe BI01010001010000000000000515BI0100001136 24 No
27 12.02 Without G.I pipe BI01010001010000000000000515BI0100001137 24 No
28 13 Providing, fitting & fixing expansion joints with salitex board as per approved drawing & design & specifiction as per clause 2600 of MORTH including cost,conveyance,royalty and all other taxes of all materials,labour charges ,T & P etc required for the work complete as per specification and direction of the Engineer-in- Charge. BI01010001010000000000000515BI0100001138 27.59 sqm
29 14 Gravel backing to revetment and slope of road embankment using good laterite moorum of approved quality from approved quarry including watering and ramming with cost,conveyance,royalty and all other taxes of all materials,labour charges ,T & P etc required for the work complete as per specification and direction of the Engineer-in- Charge. BI01010001010000000000000515BI0100001139 4.15 cum
30 15 Rough stone dry packing in aprons and revetments of designed thickness on slope using 30cm and above size hard broken granite stone boulder of approved quality free from weathering skin and from approved quarry including filling the interestices with small stones spalls etc. with cost, conveyance and royalty and with all leads and lifts and taxes of all materials and labour T&P etc. complete in all respects (the weight of each stone shall not be less than 50kg to 70kg) as per specification and direction of Engineer-in-charge. BI01010001010000000000000515BI0100001140 335.07 Cum
31 16 Backfilling with granular material behind the abutment, wing wall and retaining wall including watering and ramming with cost,conveyance,royalty and all other taxes of all materials,labour charges ,T & P etc required for the work complete as per specification and direction of the Engineer-in- Charge. BI01010001010000000000000515BI0100001141 418.41 cum
32 17 Supplying and fixing of RCC Guard post of 150 mm dia and IM long in RCC (1:2:4) using 12 mm size h.g chips etc. complete. BI01010001010000000000000515BI0100001142 16 Nos
33 18 Providing weepholes in brick masonry / stone masonary , plain / reinforced concrete abutment wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1 (V) :20(H) towards drawing face complete as per drawing and techinical specificaiton and the direction of the Engineer-in-Charge BI01010001010000000000000515BI0100001143 98.5 Nos.
34 19 Providing & aplying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence & applying paint BI01010001010000000000000515BI0100001144 431.1 Sqm
35 20 Providing & paintingplastic Emulsion paint coat including cost, conveyance, royality etc complete as per direction of Engineer-in-charge BI01010001010000000000000515BI0100001145 126.3 Sqm
36 21 Providing C.I. grating holes size upto 15cm dia. for each drainage of water including cost of all materials BI01010001010000000000000515BI0100001146 12 Nos.
37 22 Grouting revetment & Approns with C.C (1:4:8) with 25 mm granite metal including cost, conveyance, royality etc complete as per direction of Engineer-in-Charge BI01010001010000000000000515BI0100001147 110 Sqm
38 23 Earthwork in embankment in all kinds of soil with all lead and lifts including rough dressing and breaking clots to maximum 5cm to 7cm size and laying in layers not exiding 0.30 mtr in depth including watering and rolling with PRR at OMC to achieve the desired density including hire and running charges of PRR , royalty of earth , labour charges ,T & P etc required for the work complete as per specification and direction of the Engineer-in- Charge. BI01010001010000000000000515BI0100001148
39 23.01 By Mechanical Means BI01010001010000000000000515BI0100001149 1620.53 cum
40 24 Providing granular sub-base using gravel with required proportion having CBR value not less than 20 & PI value not more than 6 of approved quality including quarrying, collecting, conveying & stacking at work site or at approved stacking yard beyond the trafficable beams for pre-measurement good literate moorum of approved quality from approved quarry including cost, conveyance, royalty & taxes including cost of T&P articles required for the work etc. complete & labour for conveying from stacks, stacked at work site or at approved stacking yard spreading moorum in layers not exceeding 23cm. thickness watering & compacting to the required density at OMC with power road roller including cost & carriage of water, all T&P articles with hire & running charges of machineries such as PRR etc. required for the work complete in all respect as per specification & direction of the Engineer-in-charge ( quantities should be stacked in regular box heaps of size 1.5m. X 1.5m. X 0.5m. to be measured as one cum). BI01010001010000000000000515BI0100001150 45.45 Cum
41 25 Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in proper thickness, hand packing, rolling with 80-100 KN PRR in stages to proper grade and camber, applying and brooming, crushable screening of type grading-II etc complete including cost,conveyance,royalty and all other taxes of all materials,labour charges ,T & P etc required for the work complete as per specification and direction of the Engineer-in- Charge. BI01010001010000000000000515BI0100001151
42 25.01 WBM GR-II with moorum or Gravel BI01010001010000000000000515BI0100001152 22.7 cum
43 25.02 WBM GR-III with moorum or Gravel BI01010001010000000000000515BI0100001153 22.73 cum
44 26 Providing and apppying Prime with bitumen Emulsion using emulsion pressure distributer at the rate of 0.20kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per MoRTH specification CL-503. BI01010001010000000000000515BI0100001154 303 sqm
45 27 Providing and applying tack coat using bitumen emulsion (RS-I) @ 4.0kg per 10 Sqm area including cleaning the granular base surface with cost,conveyance,royalty and all other taxes of all materials,labour charges ,T & P etc required for the work complete as per specification and direction of the Engineer-in- Charge. BI01010001010000000000000515BI0100001155 303 sqm
46 28 Providing & laying 20mm thick open graded premix carpet using 0.27 cum of 13.20 mm to 5.60 mm size BHGCB chips and 60/70 grade of bitumen @ 14.60 kg for 10 sqm area and rolling with PRR including hire and running charges of PRR ,hot mix plant , cost,conveyance,royalty and all other taxes of all materials,labour charges ,T & P etc required for the work complete as per specification and direction of the Engineer-in- Charge. BI01010001010000000000000515BI0100001156 303 sqm
47 29 Providing & laying 6 mm thick procoated Seal Coat Type-"B" using 0.06Cum of 6.7mm and down graded size BHGCB chips and 60/70 grade of bitumen@ 6.8Kg for 10 Sqm area and spreading over the road surface uniformly and rolled with smooth wheeled power roller including hire and running charges of PRR ,hot mix plant , cost,conveyance,royalty and all other taxes of all materials,labour charges ,T & P etc required for the work complete as per specification and direction of the Engineer-in- Charge. BI01010001010000000000000515BI0100001157 303 sqm
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