Rural Development Department Tender
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Refer Documents
Summary
Or05357
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Contact
Tender Id
2021_CERWI_113076_2Bid Award Id
ViewTender No
PMGSY Online-BLGR-11/2021-22Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
Rainforced cement concrete
4.8
-
1193.03
Above 600 mm dia to 900 mm dia
10
-
262.55
Construction of embankment/Sub grade/ earthen shoulder 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.
20555.81
-
163.17
Excavation of road way in soil with hyudrulic excavatir if 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requiremetns of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m. and lead upto 1000m. as per Technical Specification Clause 302.3 of MORD.and as per the direction of the Engineer-in-charge
432
-
32.84
Construction of embankment with approved materials deposited at site from road way cutting and excavation from drain & foundation of other strutures graded & compacted to meet the requirement of Tables 300.1 & 300.2 as per clause no.301of MORD specification for Rural roads and as per direction of Engineer-In-Charge.
431.59
-
28.61
Construction of soil aggregate sub-base by providing well graded material of nominal maximum size grading 20 mm as per table 2.3 of IRC sp 77 2008, spreading in uniform layers with tractor mount appropriate grading arrangement on prepared surface, mixing by mix in place method at OMC with tractor mount appropriate rotavator attachment and compacting with three wheeled 80- 100 KN static roller to achieve the desired density as per the specification contained in para 2.2.3.6 and 3.7 of IRC sp 77 2008 and as per the direction of Engineer In Charge
545.58
-
438.18
Construction of granular sub-base by providing well graded material, Stone screening spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density,complite as pertechnical specification clause 401
75.6
-
1388.78
Providing Stabilized Sub-base : Providing, Laying, Spreading and Compacting 70% in-situ/borrow area soil of CBR ≥ 5% mixed with 30% GSB Grade-II as per mix design. Applied by : (1) Rip and loosen soil with excavator / tractor operated ripper and scarify with tractor operated rotavator to achieve desired thickness. Mix aggregates/GSB II Material as per mix design with rotavator. and Prepare and apply 0.75 kg /cum organosilane Nanotechnology and 0.75kg/cum acrylic copolymer mixed in OMC water (1000 ppm TDS) on loose mix . Scarify the treated mix with rotavator, then compact the stabilized soil-aggregate-cement base with 8 to 10 tonne vibratory roller to achieve stabilized layer with the desired density and thickness.
the rates include all material, labour, hire charges of machinery etc. as per MoRD specifications & direction of Engineer-in-Charge. IRC accreditation of Terrasil is : IRC-24(7)/2017 (ACC-224) and Zycobond is : IRC-24(7)/2017 (ACC-225)
1305.27
-
1520.49
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.
-
-
-
W.B.M G-II
622.49
-
2278.02
W.B.M G-III
665.24
-
2264.19
Providing and applying primer coat with bitumen Emulsion [SS-1] on prepared surface of Granular base including cleaning of road surface & spraying primer @ 0.70kg/ 1.0 kg/sqm using mechanical means as per clause 502 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.
9259.83
-
37.63
Providing and applying tack coat with bitumen Emulsion [RS-1] using emulsion distributor @ 0.25 to 0.30 kg /sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per clause 503 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.
17209.83
-
12.73
Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm - 5.6mm aggregate using VG-30 penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100KN static roller capacity, Paver finished to required level and grades to be followed by seal coat of type-C as per clause 508 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work by mechanical means and as per direction of Engineer-in charge.
17209.83
-
148.01
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type-C as per clause 510 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work with VG-30 grade bitumen laid by manual means and as per direction of Engineer in charge.
17209.83
-
51.54
Fine dressing and turfing including transportation by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour and all materials etc. complete as per the direction of the Engineer-in-Charge.
9395.2
-
18.52
Earth work in excavation for foundtion of structures upto 3 m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material dressing of sides and bottom and backfilling in trenches excavated suitable material.as per direction of the Engineer-in-Charge
1190.9
-
299.13
Filling in foundation trenches with approved quality of sand as per clause 1108, 305.3.9 & 1200 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.
186.63
-
426.11
Providing concrete for plain concrete of M-15 in open foundations/Sub Structure/Superstructure 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.
-
-
-
(A) PCC Grade M 15 For foundation
341.67
-
4195.67
(B) PCC M 15 For substructure
503.21
-
4430.69
Construction of un-reinforced, plane cement concrete pavement of desired, thickness as per thee design, over a prepaired sub base, with 43 grade cement or any other type as per cluse 1501.2.2 M30 (Grade), course and fine aggregate conforming to IS:383, maximum size of course aggregate not exceeding 25mm, mixed in a concrete mixture of not less the 0.2 cum capacity and appropriate weight batcher using the approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 25mm micro thick polythene film, wedges steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrator and finished in the contineous operation includion provision of construction and expansion, construction joint, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixture as approved, curing of concrete slabs for 14-days, water finishing to lines and grade as per drawing and Technical Specification cluse 1501.panels are to be made by cuttion grooves of 3 to 5 mm thick and 25 to 30 mm deep in CC Slab. The grooves are to be filled with VG-30 Bitumen with a spray of fine sand at top.
892.88
-
5326.98
Providing and laying reinforced cement concrete pipe (NP3) for culverts including fixing collar with cement mortar 1:2 but excluding excavation,protection works,backfilling, concrete and masonry work in head wall and parapets as per Clause 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
-
-
-
600 mm dia S/R HPC
10
-
3105.66
1000 mm dia S/R HPC
40
-
6938.74
Providing and laying boulder appron for bed protection with stone boulders of minimum size and weight as per table 1300.1,no fragment weighing not less than 25kg laid dry complete as per drawing and Technical Specification clause1301.
287.21
-
1352.85
Providing concrete M-25 for plain/reinforced concrete in open foundation/Sub structure/ superstructure complete as per drawings and technical specification clause 800,1205.4,1205.5 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.
-
-
-
Foundations
25.18
-
5489.08
Substructure
18.34
-
5811.67
Superstructure
8.55
-
6296.33
Supplying, fitting and placing HYSD bar for Sub structure reinforcement complete as per drawings and technical specifications Clause 100 and 1202 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..
-
-
-
Foundations
8.55
-
7739.29
Substructure
27.7
-
7754.75
Superstructure
23.89
-
7874.3
Providing Weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall etc.all complete as per Clauses 614, 709, 1204.3.7 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
80
-
143.21
Providing & laying cement concrete wearing course M 30 grade excluding reinforcement etc. complete as per drawing & MORD Technical Specification clause 800, 1000 & 1200 and as per direction of the Engineer-in-Charge .
2.14
-
5519.73
Construction of R.C.C railling of M 25 grade in cast-in-situ with 20 mm nominal size aggreagate, true to line and grade, tolerance of vertical ralling post not to exceed 1 in 500, centre to - centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 and as per the direction of the Engineer-in-charge
12
-
2997.64
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 as per Clause 1200,1204.3.8 of MoRD and as per direction of the Engineer-in-Charge.
26.46
-
1805.82
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded 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 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 MORD specification Clause 300,800 & 1700 and Annexure 1700.1 of MORD and as per direction of the Engineer-in-charge.
2
-
9620.5
Reinforced cement concrete M15 grade Kilometre stone / local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 of MORD as per direction of Engineer-in-charge.
-
-
-
5km stone
2
-
3104.01
1 km stone
5
-
1874.63
200 mtr stone
27
-
550.84
Providing and fixing of typical PMGSY Citizen Information board as per MORD specification and drawing. Three MS plates of 50 x 5 mm. thick, back plate duty welded with 75 mm dia steel tubes back on edges as per drawings. The upper and lowe plate will be welded with MS flat iron frame of 50mm x 5 mm. The steel tubes dully embeded in cement concrete M-15 grade blocksw of 600mm x 600 mm x 750 mm below ground level. All MS will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with redimixed synthetic enamel paint of superor quality in required shade and colour. All selection of framed posts and steel tubes will be painted with primer and two coats of epoxupaint as per drawing Clause 1701 and Annexure - 1700.1. and as per the direction of the Engineer-in-charge
2
-
15618.06
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1700 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1700,300 & 800 of MORD etc. complete as per direction of the Engineer-in-Charge
27
-
1344.65
Reinforced Cement Concrete M15 grade boundary pillars / local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification Clause 1704.
54
-
567.05
Construction fo RCC guard posts of 200 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause.and as per the direction of the Engineer-in-charge
163
-
557.25
Constn. Of H.L. bridge over Kularijore nallah at 2nd KM on RD Road to Fatamunda Chhak via Manupali Roth ( OR - 05 - LB 28 )
-
-
-
Clearing grass and removal of rubbish on both side of the road to facilitate widening of berms ,disposal of the stuff including all labour, T&P articles required for the work etc. complete as per cluse 201 of MORD by manual means etc. complete as per direction of the Engineer-in-charge
450
-
1.5
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading , grading to required slope and compacted to meet requirements of table No 300 - 2. for rural roads & as per direction of the Engineer-in-Charge.
3233
-
163.17
Construction of soil aggregate sub base by providing well graded material of nominal maximum size grading 20 mm as per table 2.3 of IRC sp 77 2008, sprading in uniform layers with tractor mount appropriate grading arrangement on prepared surface mixing by mix in place method at OMC with tractor mount appropriate rotavator attachment and compaction with three wheeled 80-100 Kn static roller to achieve the desired density as per the specification contenied in para 2.2.3.6 and 3.7 of IRC sp77 2008 and as per the direction of Engineer in charge.
117.63
-
438.18
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.
-
-
-
Grading II
42.19
-
2278.02
Grading III
42.19
-
2264.19
Providing and applying primer coat with bitumen Emulsion [SS-1] on prepared surface of Granular base including cleaning of road surface & spraying primer @ 0.70kg/ 1.0 kg/sqm using mechanical means as per clause 502 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.
562.5
-
37.63
Providing and applying tack coat with bitumen Emulsion [RS-1] using emulsion distributor @ 0.25 to 0.30 kg /sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per clause 503 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.
562.5
-
12.73
Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm - 5.6mm aggregate using VG-30 penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100KN static roller capacity, finished to required level and grades to be followed by seal coat of type-C as per clause 508 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work by manual means and as per direction of Engineer-in charge.
562.5
-
148.01
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type-C as per clause 510 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work with VG-30 grade bitumen laid by manual means and as per direction of Engineer in charge.
562.5
-
51.54
Earth work in excavation of in all kinds of soil with initial lead and lift including dressing the sides & leveling the bed of the foundation to the required width & required depth including dewatering if necessary and stacking the excavated materials away from working area etc.complete and as per specification and direction of Engineer -in –charge.
787.83
-
299.13
Labour of sinking single circular well caission/ cribwell of specified external diameter in all kinds of soil to lines levels & plumb by scooping out from inside the well & below the steining BY chiseling, grabbing blasting (if required) etc, including cost of dredging chesling, hammering, cutting with pack axes & crow bars, jack hammers or using any other modem devices for removing th rock i.e methods of sinking inside rock start including cost of necessary tools & plants ,supply & work of pumps, dredgers & compressors, derrick, winches, cranes etc. balling out of water & dredging, removing all materials & obstacles from inside
-
-
-
the wells by divers inclusive pneumatic sinking with Air lock (however the use of exposives in removing & breking the rocks is provided inside the well if steel cladding has not been provid) & removing the materials & obstacles from inside the wells by divers & other mechanical devices inclusive of hire & running charges of all such machinery including materials & labour charges for providing kentledge loading if necessary & sinking to the required depth by loading with proper designed & preapproved weight & taking precautions adequately against tilting & shifting & dispiosal of the dredged materials away from the wells as per the direction of Engineer-in charge with all leads & lifts including hire & running charges off all machenaries cost of all labour with all leads lifts complete in all repects including all incidental charges like temporary sand filling, top pluging of well etc. for safety of the structure during execution as directed by the Enginer-in charge. (Payment will only be made for sinking of the well & other items required for the well sinking operation is only incidental & no payment will be made for such items)
-
-
-
A) In all kinds of Soil(upto 10m depth)
-
-
-
i) For 7.5m dia abutment wells (upto 10m depth)
10
-
21263.41
ii) For 6.5m dia. pier wells (upto 10m depth
10
-
17274.4
B) In Soft Rock
-
-
-
i) For 7.5m dia abutment wells
17.68
-
204906.34
ii) For 6.5m dia. pier wells
17.68
-
153907.43
C) In Hard Rock
-
-
-
i) For 7.5m dia abutment wells
1.2
-
413059.73
ii) For 6.5m dia. pier wells
1.2
-
310253.75
Supplying & fitting fixing in position steel cutting edge as per approved design & drawing weighing not less than 80kg. per meter including steel cladding using M.S.Angles/ rods, plates bolts & nuts, rivets complete wherever necessary including bending to size & shape drilling holes riveting welding bolting etc. complete in all respects confirming to relevant IRC codes & ISI specification including cost conveyance & all taxes of all materials, labour & T&P & all machineries etc. required for the work with all leads & lifts complete in position in all respects (cutting edge to be placed at the level of the bottom of well cap indicated in Drg. or 150 mm. above L.W.L. as specified in the Drg. or as per written order of the Engineer-in-Charge.
381
-
9892.37
Cement concrete with M-15+10% extra cement on nominal mix to be used for bottom plugging having maximum compressive strength of 150 kg./cm2 with minimum quantity of cement as specified in IRC code in work tests on 150 mm. cubes at 28 days curing using cement as per CL 710-7 of IRC-78/1983 after mixing & tests conduct in accordance with IS 456 & IS-516 with crusher broken hard granite coarse aggregate of 40 mm. size down graded in conformity with clause-302.6.2 of IRC-21/1987 of approved quality (test in laboratory) from approved quarry & concrete laid in continuous operation using tremie pipes or skip boxes upto required depth including lowering, hoisting & laying in layers of 150 mm. thick with cost, conveyance royalty & other taxes of all materials, labour hire charges of all T&P & machineries required for the work complete in all respect. (in case of grouted concrete the grout mix shall not be leaner than 1:2) (Recuperation test may have to be done if directed by Engineer-in-Charge).
-
-
-
(i) Bottom plugging
232.6
-
4405.06
Cement concrete of M-150 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 40 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.
-
-
-
(i) Top plugging
38
-
4020.16
RCC of design mix of M-25grade 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 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, 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)
-
-
-
Well Curb
101.93
-
8875.91
Well Steining
236.5
-
7828.77
Well Cap
222.9
-
7677.81
Abutment & Pier shaft
154.47
-
5219.05
Wing wall, Tie beam & column
12.1
-
12040.88
RCC railing
167.32
-
2997.64
RCC of design mix of M-20grade 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 20mm. 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, 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)
-
-
-
Well Steining
747.5
-
7467.63
Approach Slab
18.23
-
4801.97
RCC of design mix of M-30grade 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 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, 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)
-
-
-
Road Kerb
23.01
-
9444.53
Abutment & pier cap
13.72
-
7699.31
Dirt wall
13.75
-
8746.44
Superstructure
283.58
-
22351.02
WEARING COAT (Excluding Steel)
47.06
-
5519.73
Supplying, fitting and placing HYSD bar reinforcement complete as per drawings and technical specification Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge.
1405.66
-
7713.76
Providing Rough stone dry packing / pitching in slope, protection walls, approns and revetments to designed thickness using hard granite stones of required size of approved quality from approved quarry including quarrying supplying conveying and cost conveyance taxes royalty of all materials including T&P complete including filling the interstices with small stones by wedging and hammering finished to proper slope and level as per direction of the Engineer – in – charge including dewatering if required.
510.54
-
1352.85
Back filling behind abutment, wing wall & return wall with granular material including all cost, carriage, royality & labour as per specification & direction of the Engineer-in-Charge.
428.61
-
763.96
Supplying 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 all labours, materials ,carriage ,royality & taxes of etc. complete.
24
-
557.25
Providing fitting & fixing expansion joints with M.S. Angles 75mm. X 75 mm. X 6 mm. at the edges of the slab with suitable anchoring arrangements by 12mm. M.S. Bars as per MOST design & drawing including fitting, fixing & welding with 6 mm. plates & filling joints of wearing coat with bitumen joint filler 12 mm. thick & joint sealing compound at top including painting of exposed surface of M.S. covered plates with anticorrosive bitumanstic paint etc. with cost, conveyance taxes of all materials labour & T&P etc. complete in all respects as per specification & direction of the Engineer-in-Charge.
33.8
-
10609.86
Cement concrete M15 in foundation & plinth with 4cm. crusher broken granite 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 ,providing groove & beads where necessary 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
-
-
-
In Foundation
76.08
-
4195.67
In Substructure
175.8
-
4430.69
Supplying, fitting, fixing in position Neoprene bearing of approved design & specification at the designed level including fixing with resin of required grade & strength/ holding down bolts of standard specification including cost conveyance taxes of all materials with cost of all labour T&P & other machineries required for the work complete in respects as per direction of the Engineer-in-Charge. The bearing should confirm to the latest MOST specification & IRC codes & should be tested before use( test certificate to be furnished)
320760
-
1.01
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.
42
-
43.89
Fixing anchor bars upto 28mm. dia to the founding level at rock strata as per approved design including cost, conveyance & all taxes of all materials and T&P required for the work but excluding cost of TS rod & labour charges for bending, binding, tying the grills & placing in position as per specification & direction of Engineer-in-Charge.
306.43
-
92.75
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.
161.46
-
157.81
Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ 1 litre per 02 Sqm as per drawing and technical specification under section 1700 of MORD.
695.03
-
33.44
Cement washing two coats with 1st mark cement paint of approved quality to exterior surface of bridge proper including watering, curing, cost and conveyance of all materials etc. complete as per the direction of the Engineer-in-Charge.
206.07
-
25.04
Filling in foundation trenches with approved quality of sand as per clause 1108, 305.3.9 & 1200 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.
912.6
-
426.11
Providing Weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall etc.all complete as per Clauses 614, 709, 1204.3.7 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
100
-
105.14
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 as per Clause 1200,1204.3.8 of MoRD and as per direction of the Engineer-in-Charge.
55.63
-
1805.82
PART-II (MAINTANCE)
Routine Maintenance after completion of costruction of work
-
-
-
1 st Year
6.63
-
35747.55
2 nd Year
6.63
-
42897.06
3 rd Year
6.63
-
50046.58
4 th Year
6.63
-
57196.09
5 th Year
6.63
-
64345.6
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