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Tender For Construction Of Bridge Over Junanijore At 2Nd Km On Nuagaon B To Tentulikhunti Road In The District Of Bolangir Under Bsy (Balance Work), bolangir-Odisha

Rural Works Department has published Tender For Construction Of Bridge Over Junanijore At 2Nd Km On Nuagaon B To Tentulikhunti Road In The District Of Bolangir Under Bsy (Balance Work). Submission Date for this Tender is 15-12-2022. Bridge Work Tenders in bolangir Odisha. Bidders can get complete Tender details and download the document.




Tender Notice

35069240
Tender For Construction Of Bridge Over Junanijore At 2Nd Km On Nuagaon B To Tentulikhunti Road In The District Of Bolangir Under Bsy (Balance Work)
Open Tender
Indian
Odisha
bolangir
15-12-2022

Tender Details

Construction Of Bridge Over Junanijore At 2Nd Km On Nuagaon B To Tentulikhunti Road In The District Of Bolangir Under Bsy (Balance Work)

Key Value

Document Fees
INR 10000 /-
EMD
Refer document
Tender Value
INR 95.08 Lakhs /-

BOQ Items

Name of Work: CONSTRUCTION OF BRIDGE OVER JUNANIJORE AT 2ND KM ON NUAGAON B TO TENTULIKHUNTI ROAD IN THE DISTRICT OF BOLANGIR UNDER BSY (BALANCE WORK)
Sl. No. Item Description
1Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by manual means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoSRT&H Specifications for Road & Bridge works (4th Revision)and as per the direction of engineer in charge.
2Providing granular sub-base using gravel having CBR value not less than 20 & PI value not more than 6 mix with required proportion of sandof approved quality includingcost, conveyance, royalty & taxes including cost of T&P articles required for the work etc. complete & labour forspreading 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
3Providing, laying, spreading and compacting stone aggregates of following size Water Bound Macadam specification (75mm compacted thick) including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of gravel and sand as binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including hire and running charges of PRR and all other machinaries including all labour,T&P and cost, conveyance royalty & taxes of all materials required for the work complete in all respect as per direction of the Engineer-in-Charge.
4Grading II
5Grading III
6Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502 of MOSRT&H including cost, conveyance, royalty, taxes of chips and bitumen & other required materials etc. complete and as per direction of Engineer-In-Charge.
7Providing and laying tack coat with penetration grade of bitumen emulsion (RS) of 0.40 Kg per Sqm after scraping cleaning the road surface including cost, conveyance royalty of all materials, T&P labour, hire charges of machinaries etc. completeas per Technical Specification Clause 503 of MOSRT&H and as per direction of the Engineer in charge.
8Providing, laying and rolling open graded premix carpet of 20mm thick using 0.27 cum composed of 13.2 mm to 5.6 mm size crusher stone chips using pentration grade of bitumen of grade VG-30 (60/70)of 14.60 kg per 10 sqm including hand packing to proper camber and consolidation with 80-100 KN roller inclusive of hire and running charges of PRR, bitumen mixtures, tar boilers and all other T&P articles including cost, conveyance, royalty, taxes of chips and bitumen & other required materials etc. complete as per specification and direction of the Engineer in charge.
9Providing and laying 6mm thick precoated Seal CoatType B using 0.06 cum of 6.70 mm size chips as per sieve analysis for sealing the voids in the bituminous surface laid to the specified levels, grade and cross fall using penetration grade of bitumen of 6.80 kg per 10 sqmandrolledwithsmoothwheeledpower roller, bitumen mixure, tar boiler and all other T&P articles including cost, conveyance, royalty, taxes of chips and bitumen & other required materials etc completeand as per the direction of engineer in charge.
10Earth work in excavation cutting foundation 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.
11Providingandfillingmanuallywithselectedsandinlayersnotexceeding200mmthickincludingwateringandcompactingwithallleadsandliftsetc.ForfinisheditemofworkasperSpecification.
12Providing concrete for plain concrete of 1:3:6 in open foundations complete as per drawings and technical specification clause 802,803,1202,1203 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge.
13Infoundation
14Above Bed
15RCC 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 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 216/1987/IRC-78/1983 using crusher broken granite course aggregate of 20mm. .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, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tightsteel centering , shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries 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 straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works)
16Deck slab
17Kerb
18Post & Railing
19RCC 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 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 216/1987/IRC-78/1983 using crusher broken granite course aggregate of 20mm. .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, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tightsteel centering , shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries 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 straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works)
20Wing Wall
21Abutment Cap
22Dirt wall
23Providing R.C.C/ PCC. M-30grade using 20 mm sizeand down graded black hard granite (crusher broken) stone chips including hosting and laying, well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete.and as per the direction of Engineer in charge.
24WEARING COAT (Excluding Steel)
25Approach Slab
26Supply of HYSD bars confirming to grade S-415 cutting bending, binding, lapping, splicing, welding etc. (conforming to ISI specification) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying position including cost & conveyance oftor 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)
27Providing weep holes in the abutment & wing walls 8.00cm. X 23.00cm. size including metal spall backing 30cm X 30cm. size in rear complete as per the approved design & drawing including providing centering & shuttering with cost, conveyance, royality & taxes of all materials T&P articles etc. complete in all respects as per specification & direction of the Engineer-in-Charge.
28Gravel backing in revertment including cost,conveyance & royalty of moorum all labour etc. complete as per the direction of the Engineer-in-Charge.
29Supplying and fixing of RCC Guard post of 150 mm dia and IM long in RCC (1:2:4) using 20mm down graded size h.g chips including 3.5 kg steel in eachguard postall labours, materials ,carriage ,royality & taxes of etc. complete.
30Providing , fitting, fixing stripseal expansion joints including all cost, carriage etc complete
31Providing , fitting, fixing saletax board in joints including all cost, carriage etc complete
32Providing , fitting, fixing tar papers including all cost, carriage etc complete
33Providing and laying reinforced cement concrete pipe (NP3) for culverts includingfixing collar with cement mortar 1:2 but excluding excavation,protection works, backfilling, concrete and masonry work in head wall and parapets as perClause 1106 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the worketc complete and as per direction of Engineer-in-Charge
341000 mm dia SR HPC
35Rough stone dry packing in aprons and revetments of desgned thickness on slope using 30cm and above size hard broken granite stones 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.
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