Rural Works Department has published Construction Of Bridge Over Jhumpei Nallah On Khamar To Kantiaposi Chhak Via Garadamunda Jenapada And Mrl03-Khamar To Kantiaposi Chhak Via Garadamunda Jenapada. Submission Date for this Tender is 02-07-2021. Bridge Work Tenders in Angul Odisha. Bidders can get complete Tender details and download the document.
Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
1 | 17-Jun-2021 | 1st corrigendum | Date | 02-07-2021 |
Name of Work: (A)Constn.of Bridge over Jhumpei Nallah on Khamar to Kantiaposi Chhak via Garadamunda Jenapada Road (B) MRL03-Khamar to Kantiaposi Chhak via Garadamunda Jenapada road under Package No. OR-01- 180 /PMGSY-III,Batch-II (2021-22) | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | PART- I ROAD | BI01010001010000000000000515BI0100001113 | ||
2 | 2 | Clearing and Gurbing road land including up rooting wild vegitation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unservicable materials and stacking servicable materials to be used complete in all respect as per specification & direction of the Engineer-in-charge | BI01010001010000000000000515BI0100001116 | 69220 | Sqm |
3 | 3 | Dismantling of existing structures like culverts,bridges,retaining walls and other structure comprising of masonry,cement concrete,wood work,steel work,including T&P and scaffolding wherever necessary,sorting the dismantled material,disposal of unserviceable material and stacking theunserviceable material with all lifts and lead of 1000m as per Technical specification clause202.1 | BI01010001010000000000000515BI0100001116 | ||
4 | 4 | Reinforced cement concrete Slab | BI01010001010000000000000515BI0100001116 | 13.5 | Cum |
5 | 5 | Dismanling of head walls. | BI01010001010000000000000515BI0100001117 | 48 | Cum |
6 | 6 | Sarifying existing bituminous road surface to a depth of 150mm and disposal of scarified material with a lift of 3m and lead uto 1000m as per Technical Secification Clause 301.4 of ORD. | BI01010001010000000000000515BI0100001118 | 2349.38 | Sqm |
7 | 7 | Construction of embankment with approaved materials deposited at site from roadway cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement of Table 300.1 and 300.2 as per Technical Specification clause 301.5(As per calculation sheet enclosed) | BI01010001010000000000000515BI0100001119 | 1413.38 | cum |
8 | 8 | Construction of embankment with approved material obtained from borrow pit with lift up to 1.5 m transporting to sites, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Clause 301.5 of MoRD specification for rural roads & as per direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001120 | ||
9 | 9 | In Mechanical means | BI01010001010000000000000515BI0100001121 | 27990.6 | Cum |
10 | 10 | Construction of Gravel/Soil sub-base by providing well graded material of nominal maximum size grading 20mm as per Table 2.3 of IRC SP-77-2008 spreading in uniform layers with tractor mount appropriate grading arrangements on prepared surface, maxing by in place method at OMC with Tractor mount appropriate rotavator attachment and compaction with three wheel 80-100 km Static Roller capacity to achieve tje desired density complete as per specification contained in para 2.2.3.6 snf 3.7 of IRC SP-77-2008. | BI01010001010000000000000515BI0100001122 | 3942.13 | Cum |
11 | 11 | Construction of shoulder with approved materials like Moorum obtained from locality with all lift and leads transporting to site, spreading, grading to required slope and copmpacting to meet requirement of tables 300.2 with all lead and lifts as per Technical Specification clause 303.1. | BI01010001010000000000000515BI0100001116 | 819.42 | cum |
12 | 12 | Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade & camber, applying & brooming, crushable screening to fill up the interstices of coarse aggregate, watering & compacting to the required density as per Clause 405 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer in Charge. | BI01010001010000000000000515BI0100001117 | ||
13 | 13 | IRC Grade-II | BI01010001010000000000000515BI0100001114 | 1447.24 | Cum |
14 | 14 | IRC Grade-III | BI01010001010000000000000515BI0100001122 | 1673.79 | Cum |
15 | 15 | Providing applying Prime coat with bitumen Emulsion [SS-1] using emulsion distributor @ 0.8-0.60kg/sqm on prepared granular surface treated with primer & cleaned with hydraulic broom as per technical specification clause 503 | BI01010001010000000000000515BI0100001122 | 22317.2 | Sqm |
16 | 16 | Providing bituminous Tack Coat of bituminous materials @ 2.5kg/ 10 Sqm on existing Bituminous surface including Cleaning the existing Bituminous surface complete as directed by the Engineer in charge and as per MORTH Technical Specification Clause No. 503 and 501. | BI01010001010000000000000515BI0100001117 | 22317.2 | Sqm |
17 | 17 | Providing and laying open graded Premix Carpet of 20mm compacted thickness on prepared surface, after applying Tack Coat on the existing primed surface and applying Premix Seal Coat Type "C" comprising of application of fine aggregates premixed with bitumen binders as per MORTH Specification Clause No. 511, 503, 513 and 501 complete as per direction of the Engineer-in-Charge | BI01010001010000000000000515BI0100001118 | 22317.2 | Sqm |
18 | 18 | Providing & applying premix seal coat using 0.06 cum of 6mm. Size chips & down graded as per sieve analysis & good river sand & 6.8 kg. of bitumen for for 10sqm including hire & running charges of PRR & other machicries labour, T&P required for the work cost of bitumen etc. complete as per Technical Specification & the direction of Engineer-In-Charge. | BI01010001010000000000000515BI0100001119 | 22317.2 | Sqm |
19 | 19 | Fine dressing & turfing to the slope of the road embankment with compact dub grass transported by mechanical means for finished items of work Including all labours T&P required for the work etc. complete. as per specification & direction of Engineer-in-Ch | BI01010001010000000000000515BI0100001120 | 4983.38 | Sqm |
20 | 20 | Construction of Dry Lean Cement Concrete sub-base by semi-mechanized method over a prepared subgrade with coarse and fine aggregate confirming to IS:383,the size of coarse aggregate not exceeding 25 mm,aggregate cement ratio not to exceed 15:1 ,aggregate gradation after blending to be as per table 600.1 ,cement content not to less than 150 kg/cum , optimum moisture content to be determined during trial length construction ,concrete strength not to be less than 10 Mpa at 7 days,mixed in a batching plant ,transported to site,laid with a paver and compacting with vibratory roller,finishing and curing as per clause 601 of MoSRT&H Specifications for Road & Bridge works (5th. Revision) (Taking output = 75 Cum)(450 Tonne) | BI01010001010000000000000515BI0100001118 | 10.4 | cum |
21 | 21 | Providing and Laying of Inter locking Concrete Block ( Colour or Gray )Pavement having Thickness 80mm min as per Drawings and techincal specification clause no 1504 with cost, conveyance & royality & with all leads & lifts & taxes of all materials & labour T&P etc. complete in all respects as per specification & direction of Engineer-in-Charge | BI01010001010000000000000515BI0100001122 | 3369.45 | Sqm |
22 | 22 | Earth work in excavation of foundation in all kinds of soil all leads & lifts including dressing the sides & leveling the bed of the foundation to the required width & required depth including dewatering from foundation supplying & working of pumps including hire & running charges of pumps & all machineries required for the work & providing coffer dam if required & stacking the excavated materials away from the working areas as directed by the Engineer-in -Charge complete as per specification & direction of the Engineer-in-charge, | BI01010001010000000000000515BI0100001117 | 1041.14 | Cum |
23 | 23 | Filling in foundation of headwall and return wall with sandy material complete as per drawings & technical specification Clause 1204.3.8 including watering to complete saturation & ramming complete with all leads & lifts including cost. Conveyance royality & taxes of all materials & cost of all labour & T&P required for the work complete ( measurement will be taken for compacted section as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001120 | 449.06 | Cum |
24 | 24 | Cement concrete 1:3:6 with 4cm. size crusher broken hard granite metal of approved quality from approved quarry including hoisting, lowering & laying in position in layers not exceeding 15cm. thick with proper packing & ramming by means of vibrator to proper slope & level including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all materials required for the work including supplying & working of pumps & all other materials required for the work, T&P articles finishing the exposed surface smooth as per specification & direction of the Engineer-in -Charge, providing grooves & beads where necessary etc. complete in all respect. | BI01010001010000000000000515BI0100001122 | ||
25 | 25 | Including Shuttering & centering | BI01010001010000000000000515BI0100001122 | 303.61 | Cum |
26 | 26 | Cement concrete of (M-15) having maximum compressive strength of 150 kg./cm2 ( test to be conducted) on 150 mm. cubes tested at 28 days including curing (tests conducted in accordance with IS-456 & IS-516) & conforming to clause-302 of IRC 21/1987 using clean crusher broken hard granite coarse aggregate of 20 mm. size down grade of approved quality to be protested in the laboratory) obtained from approved quarry the proportion mix, grading conforming to relevant ISI/IRC codes pre-approved including arranging of reinforcement as per approved drawing including hoisting, lowering concrete in layers not exceeding 150 mm. thick each compacting with vibrator watering & curing for 28 days centering shuttering & finishing the exposed surface smooth providing grooves & beads where necessary including cost, conveyance royality & taxes of all labour machineries etc. required for the work complete in all respects including dismantling the centering & shuttering as per specification & direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001123 | ||
27 | 27 | Below foudation including Shuttering and Centering | BI01010001010000000000000515BI0100001113 | 334.9 | Cum |
28 | 28 | above Foundation including Shuttering and centering | BI01010001010000000000000515BI0100001114 | 498.47 | Cum |
29 | 29 | Cement concrete of (M20) having maximum compressive strength of 200 kg./cm2 ( test to be conducted) on 150 mm. cubes tested at 28 days including curing (tests conducted in accordance with IS-456 & IS-516) & conforming to clause-302 of IRC 21/1987 using clean crusher broken hard granite coarse aggregate of 20 mm. size down grade of approved quality to be protested in the laboratory) obtained from approved quarry the proportion mix, grading conforming to relevant ISI/IRC codes pre-approved including arranging of reinforcement as per approved drawing including hoisting, lowering concrete in layers not exceeding 150 mm. thick each compacting with vibrator watering & curing for 28 days centering shuttering & finishing the exposed surface smooth providing grooves & beads where necessary including cost, conveyance royality & taxes of all labour machineries etc. required for the work complete in all respects including dismantling the centering & shuttering as per specification & direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001116 | ||
30 | 30 | In Foundation | BI01010001010000000000000515BI0100001118 | 6.71 | Cum |
31 | 31 | RCC of design mix of M-250grade 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 hard granite course aggregate of 12 mm. to 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 tight steel 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) | BI01010001010000000000000515BI0100001117 | ||
32 | 32 | RCC DecK | BI01010001010000000000000515BI0100001118 | 63.75 | Cum |
33 | 33 | Supply 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 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) | BI01010001010000000000000515BI0100001116 | ||
34 | 34 | IN sub structure | BI01010001010000000000000515BI0100001118 | 1.45 | MT |
35 | 35 | In Super structure | BI01010001010000000000000515BI0100001118 | 6.38 | Mt |
36 | 36 | Providing 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. | BI01010001010000000000000515BI0100001117 | 165 | No |
37 | 37 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3. | BI01010001010000000000000515BI0100001118 | 10.46 | Cum |
38 | 38 | Rough stone dry packing on slope of revetment and appon using 30 cm. & above size hard broken granite stones of approved quality free from weathering skin & from approved quarry including filling the interstices with small stones spalls etc. with cost, conveyance & royality & with all leads & lifts & taxes of all materials & labour T&P etc. complete in all respects (the weight of each stone shall not be less than 50 kg./70kg.) as per specification & direction of Engineer-in-Charge | BI01010001010000000000000515BI0100001119 | 15 | Cum |
39 | 39 | Providing and laying rainforced cement concrete pipe NP 3 for culverts on first class bedding of granular materials in single row including fixing collar with cement mortar 1.2 but excluding excavation, protection works, back filling, concrete and masonary 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. | BI01010001010000000000000515BI0100001116 | ||
40 | 40 | 1000 mm HPC including cost of hume pipe | BI01010001010000000000000515BI0100001118 | 157.5 | RM |
41 | 41 | 600 mm HPC including cost of hume pipe | BI01010001010000000000000515BI0100001117 | 15 | RM |
42 | 42 | Providing and erecting direction and place identification of semi-reflective sign boards as per IRC:67 made of 2mm thick M.S.sheet duly stove enamelled paint in white colour in front and grey colour on back with red reflective boarder of 70 mm width and required message, letters,figures with reflective engineering grade tape as per MORD specification of required shade and colour. Supported and welded on 47mm x 47mm of 12 SWG Square tube of 3050mm height duly strengthened by 25mm x 5 mm M/s flats iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450mm X 450mm x 600mm,600mm below ground level as per approved drawing and technical specification clause 1701. | BI01010001010000000000000515BI0100001118 | ||
43 | 43 | For 600 mm Equolateral Triangle (Narrow bridge) | BI01010001010000000000000515BI0100001119 | 24 | No |
44 | 44 | For 900 mm Equolateral Triangle ( Curve, School & Oths) | BI01010001010000000000000515BI0100001118 | 41 | No |
45 | 45 | For 600 mm Circular ( Speed limit ) | BI01010001010000000000000515BI0100001118 | 24 | No |
46 | 46 | For 600 mm x 450 mm Rectangular (2x Villages) | BI01010001010000000000000515BI0100001118 | 2 | No |
47 | 47 | For 900 mm x 300 mm Rectangular (Hazard Marker) | BI01010001010000000000000515BI0100001116 | 61 | No |
48 | 48 | For 600mm x 600mm Octagonal (Stop) | BI01010001010000000000000515BI0100001117 | 5 | No |
49 | 49 | For 600mm x 600mm Square (Chevorn) | BI01010001010000000000000515BI0100001113 | 28 | No |
50 | 50 | Supplying and fixing of RCC Guard post of 150 mm dia and IM long in RCC (M-20) using 12 mm size h.g chips etc. complete. | BI01010001010000000000000515BI0100001117 | 236 | No |
51 | 51 | Reinforced cement concrete M 15 grade kilometre stone / boundary pillar of standard design as per IRC : 8 -1980 & IRC-25-1967, fixing in position including painting and printing etc as per drawing and technical specification clause 1703 of MoRD, but excluding the charges of GST, and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001115 | ||
52 | 52 | i) 5th kilometer stone (Pre-cast) | BI01010001010000000000000515BI0100001116 | 1 | No |
53 | 53 | ii) Ordinary kilometer stone (Pre-cast) | BI01010001010000000000000515BI0100001117 | 8 | No |
54 | 54 | iii) 200 mm Stone (Pre-cast) | BI01010001010000000000000515BI0100001113 | 27 | No |
55 | 55 | Speed Breaker @ 200m interval at Rigid Pavement + 2 x curveno (M-30PQC) | BI01010001010000000000000515BI0100001117 | 0.58 | Cum |
56 | 56 | Providing and fixing typical PMGSY informatory sign board with Logo as per MORD specification and drawing.Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm . The angle iron frame of lower most plate and flat iron frame of middle of middle plate will be welded to 2 Nos. 75mm x 75mm x of 12 SWG sheet tubes posts duly embeded in cement concrete M--15 grade blocks of 450mm x 450mm x 600mm ,600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S will be stove enamelled on both sides.Lettering and printing arrows, boarder etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 | BI01010001010000000000000515BI0100001115 | 2 | No |
57 | 57 | 2km Logo Board | BI01010001010000000000000515BI0100001117 | 5 | No |
58 | 58 | Providing and fixing of typical PMGSY Citizen informatory sign board as per MORD specifications and drawing. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing and as per direction of Engineer-in charge | BI01010001010000000000000515BI0100001115 | 3 | No |
59 | 59 | PART- II BRIDGE | BI01010001010000000000000515BI0100001116 | ||
60 | 60 | Earth work in excavation of foundation in all leads & lifts including dressing the sides & leveling the bed of the foundation to the required width & required depth including dewatering from foundation supplying & working of pumps including hire & running charges of pumps & all machineries required for the work & providing coffer dam if required & stacking the excavated materials away from the working areas as directed by the Engineer-in -Charge complete as per specification & direction of the Engineer-in-charge, | BI01010001010000000000000515BI0100001117 | ||
61 | 61 | i) In odinary Soil without Dewatering | BI01010001010000000000000515BI0100001113 | 229.28 | Cum |
62 | 62 | ii) In odinary Soil with Dewatering and cenering Shuttering | BI01010001010000000000000515BI0100001117 | 1827.34 | Cum |
63 | 63 | Ordinary rock (not requiring blasting) | BI01010001010000000000000515BI0100001117 | 373.06 | Cum |
64 | 64 | Hard rock (blasting prohibited | BI01010001010000000000000515BI0100001115 | 42.51 | Cum |
65 | 65 | Filling in foundation of headwall and return wall with sandy material complete as per drawings & technical specification Clause 1204.3.8 including watering to complete saturation & ramming complete with all leads & lifts including cost. Conveyance royality & taxes of all materials & cost of all labour & T&P required for the work complete ( measurement will be taken for compacted section as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001117 | 286.1 | Cum |
66 | 66 | Cement concrete 1:3:6with 4cm. size crusher broken hard granite metal of approved quality from approved quarry including hoisting, lowering & laying in position in layers not exceeding 15cm. thick with proper packing & ramming by means of vibrator to proper slope & level including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all materials required for the work including supplying & working of pumps & all other materials required for the work, T&P articles finishing the exposed surface smooth as per specification & direction of the Engineer-in -Charge, providing grooves & beads where necessary etc. complete in all respect. | BI01010001010000000000000515BI0100001115 | ||
67 | 67 | Below Foundation without Shuttering ¢ering | BI01010001010000000000000515BI0100001116 | 27.01 | Cum |
68 | 68 | Below Foundation with Shuttering ¢ering | BI01010001010000000000000515BI0100001117 | 274.28 | Cum |
69 | 69 | Retaining wall including Shuttering and centering | BI01010001010000000000000515BI0100001113 | 285.4 | Cum |
70 | 70 | RCC of design mix of M-300grade 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 hard granite course aggregate of 12 mm to 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 tight steel 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) | BI01010001010000000000000515BI0100001117 | ||
71 | 71 | 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) | BI01010001010000000000000515BI0100001117 | ||
72 | 72 | APPROACH SLAB | BI01010001010000000000000515BI0100001115 | 17.75 | Cum |
73 | 73 | Wearing Coat | BI01010001010000000000000515BI0100001117 | 18.17 | Cum |
74 | 74 | RCC of design mix of M-250grade 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 hard granite course aggregate of 12 mm. to 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 tight steel 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) | BI01010001010000000000000515BI0100001115 | ||
75 | 75 | 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) | BI01010001010000000000000515BI0100001116 | ||
76 | 76 | Below Foundation without Shuttering ¢ering | BI01010001010000000000000515BI0100001117 | 127.55 | Cum |
77 | 77 | Below Foundation up to bed with Shuttering & centering | BI01010001010000000000000515BI0100001113 | 29.87 | Cum |
78 | 78 | Abutment & Pier | BI01010001010000000000000515BI0100001117 | 264.03 | Cum |
79 | 79 | Abutment Cap | BI01010001010000000000000515BI0100001117 | 3.8 | Cum |
80 | 80 | Dirt wall | BI01010001010000000000000515BI0100001115 | 6.67 | Cum |
81 | 81 | RCC DecK Slab in Bridge | BI01010001010000000000000515BI0100001117 | 199.73 | Cum |
82 | 82 | Kerb | BI01010001010000000000000515BI0100001115 | 25.48 | Cum |
83 | 83 | RCC Railing | BI01010001010000000000000515BI0100001116 | 78.62 | RM |
84 | 84 | Column, Tie beam,Wing wall & Canti lever | BI01010001010000000000000515BI0100001117 | 4.81 | Cum |
85 | 85 | RCC of design mix of M-200grade having specified characteristics compressive strength/ target mean strength of 200kg./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 hard granite course aggregate of 12 mm. to 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 tight steel 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) | BI01010001010000000000000515BI0100001117 | ||
86 | 86 | 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) | BI01010001010000000000000515BI0100001117 | ||
87 | 87 | APPROACH SLAB | BI01010001010000000000000515BI0100001115 | 1.24 | Cum |
88 | 88 | Cement concrete of (M-15) having maximum compressive strength of 150 kg./cm2 ( test to be conducted) on 150 mm. cubes tested at 28 days including curing (tests conducted in accordance with IS-456 & IS-516) & conforming to clause-302 of IRC 21/1987 using clean crusher broken hard granite coarse aggregate of 20 mm. size down grade of approved quality to be protested in the laboratory) obtained from approved quarry the proportion mix, grading conforming to relevant ISI/IRC codes pre-approved including arranging of reinforcement as per approved drawing including hoisting, lowering concrete in layers not exceeding 150 mm. thick each compacting with vibrator watering & curing for 28 days centering shuttering & finishing the exposed surface smooth providing grooves & beads where necessary including cost, conveyance royality & taxes of all labour machineries etc. required for the work complete in all respects including dismantling the centering & shuttering as per specification & direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001117 | ||
89 | 89 | Below foudation including Shuttering and Centering | BI01010001010000000000000515BI0100001115 | 413.52 | Cum |
90 | 90 | Supply 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 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) | BI01010001010000000000000515BI0100001117 | ||
91 | 91 | In sub structure | BI01010001010000000000000515BI0100001113 | 42.27 | MT |
92 | 92 | In Super structure | BI01010001010000000000000515BI0100001117 | 30.67 | Mt |
93 | 93 | Providing 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. | BI01010001010000000000000515BI0100001117 | 284 | RM |
94 | 94 | Providing C.I. grating to holes in deck slabs size upto 15 cm dia for drainage of water including cost of materials & T&P required for the work as directed by the Engineer-in-Charge. | BI01010001010000000000000515BI0100001115 | 30 | No |
95 | 95 | Providing and laying filter media with granular crushed\naggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3. | BI01010001010000000000000515BI0100001117 | 51.78 | Cum |
96 | 96 | Backfilling behind abutment, wing wall and return wall with sandy material complete as per drawings & technical specification Clause 1204.3.8 including watering to complete saturation & ramming complete with all leads & lifts including cost. Conveyance royality & taxes of all materials & cost of all labour & T&P required for the work complete ( measurement will be taken for compacted section as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001115 | 24.07 | Cum |
97 | 97 | Gravel backing Below the Revetment pitching and side slope pitching with granular crushed aggregates as per specification to complete as per drawing and technical specification Clause 1204.3. | BI01010001010000000000000515BI0100001116 | 140.61 | Cum |
98 | 98 | Rough stone dry packing on slope of revetment and appon using 30 cm. & above size hard broken granite stones of approved quality free from weathering skin & from approved quarry including filling the interstices with small stones spalls etc. with cost, conveyance & royality & with all leads & lifts & taxes of all materials & labour T&P etc. complete in all respects (the weight of each stone shall not be less than 50 kg./70kg.) as per specification & direction of Engineer-in-Charge | BI01010001010000000000000515BI0100001117 | 648.97 | Cum |
99 | 99 | Levelling the D.I/Soft/Hard rock including hard granite surface under wells for piers & abutments under water including chiseling the rock surface by engaging divers & provision of key trenches & provision of drilling, providing anchor rods as per specification, grouting etc. if required as directed by the Engineer-in-Charge & all other arrangements to work inside water including cost of lifting & stacking the excavated materials away from the working area as directed by Engineer-in-Charge including cost & hire charges of all labour, T&P & other machineries required for the work complete in all respect. | BI01010001010000000000000515BI0100001113 | 170.06 | Sqm |
100 | 100 | Painting two coats including prime coat with epoxy paint of approved brand on concrete / steel surfaces after thorough cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 | BI01010001010000000000000515BI0100001117 | ||
101 | 101 | Prime coat on Concrete Surface | BI01010001010000000000000515BI0100001117 | 500.05 | Sqm |
102 | 102 | Two coat enamel paint over Prime coat on Concrete Surface | BI01010001010000000000000515BI0100001115 | 500.05 | Sqm |
103 | 103 | Approach Road of Bridge | BI01010001010000000000000515BI0100001117 | ||
104 | 104 | Clearing and Gurbing road land including up rooting wild vegitation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unservicable materials and stacking servicable materials to be used complete in all respect as per specification & direction of the Engineer-in-charge | BI01010001010000000000000515BI0100001115 | 3120 | Sqm |
105 | 105 | Construction of embankment with approaved materials deposited at site from roadway cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement of Table 300.1 and 300.2 as per Technical Specification clause 301.5(As per calculation sheet enclosed) | BI01010001010000000000000515BI0100001116 | 1389.49 | cum |
106 | 106 | Construction of embankment with approved material obtained from borrow pit with lift up to 1.5 m transporting to sites, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Clause 301.5 of MoRD specification for rural roads & as per direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001117 | ||
107 | 107 | In Mechanical means | BI01010001010000000000000515BI0100001113 | 4548.1 | Cum |
108 | 108 | Construction of Granular Sub base by providing ,Moorum & Sand admixture spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method at OMC and compacting with smooth wheel roller to achive the desired density complete as per Technical Specification clause 401. | BI01010001010000000000000515BI0100001117 | 82.64 | Cum |
109 | 109 | Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade & camber, applying & brooming, crushable screening/Stone Screening to fill up the interstices of coarse aggregate, watering & compacting to the required density as per Clause 405 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer in Charge. | BI01010001010000000000000515BI0100001117 | ||
110 | 110 | IRC Grade-II | BI01010001010000000000000515BI0100001115 | 33.52 | Cum |
111 | 111 | IRC Grade-III | BI01010001010000000000000515BI0100001117 | 33.52 | Cum |
112 | 112 | Providing and applying Primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and sparying primer at the rate of 0.7-1.0 kg/sqm as per Technical Specification Clause 502. | BI01010001010000000000000515BI0100001115 | 447 | Sqm |
113 | 113 | Providing bituminous Tack Coat of bituminous materials @ 2.5kg/ 10 Sqm on existing Bituminous surface including Cleaning the existing Bituminous surface complete as directed by the Engineer in charge and as per MORTH Technical Specification Clause No. 503 and 501. | BI01010001010000000000000515BI0100001116 | 447 | Sqm |
114 | 114 | Providing, laying and rolling of Open Graded Pre-Mix Carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates using bitumen or emulsion(MS)(Cold Mix) @ 21.5kg/10sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant and rolling with a three wheel 80-100KN Static Roller Capacity, finished to required level and grades to be followed by premix seal coat as per Technical Specification Clause 508.2 of MORD and as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001117 | 447 | Sqm |
115 | 115 | Providing, laying and rolling of Premix Seal Coat of 6.7mm size chips using Slow Setting Emulsion(Cold Mix) @ 11kg/10sqm to fill up voids of premix carpet including mixing in a suitable hot mix plant & rolling with a three wheel 80-100KN Static Roller Capacity, finished to required level as per Technical Specification Clause 510 of MORD and as per Engineer-in-charge. | BI01010001010000000000000515BI0100001113 | 447 | Sqm |
116 | 116 | Fine dressing & turfing to the slope of the road embankment with compact dub grass transported by mechanical means for finished items of work Including all labours T&P required for the work etc. complete. as per specification & direction of Engineer-in-Ch | BI01010001010000000000000515BI0100001117 | 400 | Sqm |
117 | 117 | Providing and laying rainforced cement concrete pipe NP 3 for culverts on first class bedding of granular materials in single row including fixing collar with cement mortar 1.2 but excluding excavation, protection works, back filling, concrete and masonary 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. | BI01010001010000000000000515BI0100001117 | ||
118 | 118 | 1000 mm HPC including cost of hume pipe | BI01010001010000000000000515BI0100001115 | 7.5 | RM |
119 | 119 | Providing and erecting direction and place identification of semi-reflective sign boards as per IRC:67 made of 2mm thick M.S.sheet duly stove enamelled paint in white colour in front and grey colour on back with red reflective boarder of 70 mm width and required message, letters,figures with reflective engineering grade tape as per MORD specification of required shade and colour. Supported and welded on 47mm x 47mm of 12 SWG Square tube of 3050mm height duly strengthened by 25mm x 5 mm M/s flats iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450mm X 450mm x 600mm,600mm below ground level as per approved drawing and technical specification clause 1701. | BI01010001010000000000000515BI0100001117 | ||
120 | 120 | For 900 mm Equolateral Triangle ( Curve, School & Oths) | BI01010001010000000000000515BI0100001115 | 4 | No |
121 | 121 | For 600 mm Circular ( Speed limit ) | BI01010001010000000000000515BI0100001116 | 2 | No |
122 | 122 | For 600 mm x 450 mm Rectangular (2x Villages) | BI01010001010000000000000515BI0100001117 | 2 | No |
123 | 123 | For 900 mm x 300 mm Rectangular (Hazard Marker) | BI01010001010000000000000515BI0100001113 | 2 | No |
124 | 124 | Supplying and fixing of RCC Guard post of 150 mm dia and IM long in RCC (M-20) using 12 mm size h.g chips etc. complete. | BI01010001010000000000000515BI0100001117 | 100 | No |
125 | 125 | Speed Breaker @ 200m interval at Rigid Pavement + 2 x curveno (M-30PQC) | BI01010001010000000000000515BI0100001117 | 0.1 | Cum |
126 | 126 | Providing and fixing typical PMGSY informatory sign board with Logo as per MORD specification and drawing.Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm . The angle iron frame of lower most plate and flat iron frame of middle of middle plate will be welded to 2 Nos. 75mm x 75mm x of 12 SWG sheet tubes posts duly embeded in cement concrete M--15 grade blocks of 450mm x 450mm x 600mm ,600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S will be stove enamelled on both sides.Lettering and printing arrows, boarder etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 | BI01010001010000000000000515BI0100001115 | 2 | No |
127 | 127 | Providing and fixing of typical PMGSY Citizen informatory sign board as per MORD specifications and drawing. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing and as per direction of Engineer-in charge | BI01010001010000000000000515BI0100001116 | 2 | No |
128 | 128 | Routine Maintenance after completion of construction works as per contract data of Standard Bidding document. | |||
129 | 129 | 1 st year | BI01010001010000000000000515BI0100001125 | 6.805 | Km |
130 | 130 | 2 nd year | BI01010001010000000000000515BI0100001126 | 6.805 | Km |
131 | 131 | 3 rd year | BI01010001010000000000000515BI0100001127 | 6.805 | Km |
132 | 132 | 4 th year | BI01010001010000000000000515BI0100001128 | 6.805 | Km |
133 | 133 | 5 th year | BI01010001010000000000000515BI0100001129 | 6.805 | Km |
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