Rural Development Department Tender

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Rural Development Department - RDD Tender

Eprocure
Opening Date4 Dec 2021
Closing Date15 Dec 2021
Tender Amount₹ 2,49,00,000 
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BOQ Items

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C.C (1:3:6) Grade in foundation bed,below Approach slab and levelling course using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section - 1700 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).

123.95

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5529.02

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C.C (1:3:6) Grade in Toe wall using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section - 1700 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).

15.5

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5925.26

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P.C.C.M-15 Grade in foundation bed using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section - 1700 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision) 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 specification & direction of the Engineer-in Charge providing groove & beads where necessary complete in all respects.

155.78

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5072.92

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P.C.C.M-15 Grade in sheet pile cap using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works etc as per approved Drawing & Technical Specifications and as per Section -1500, 1700, 2100 & 2200 of MoSRT&H Specifications for Road & Bridge works (Latest Revision) 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 specification & direction of the Engineer-in Charge providing groove & beads where necessary complete in all respects.

25.59

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5766.35

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RCC of design mix of M-25 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 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

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a) R.C.C M-25 in Raft

336.82

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6674.4

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b) R.C.C M-25 in abutment & Pier (Substructure)

260.66

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8457.24

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c) R.C.C M-25 in Pier & abutment cap

11.2

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8902.94

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d) R.C.C M-25 Dirt Wall,column,Tie beam and wing wall

16.33

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11577.21

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e) R.C.C M-25 in super-structure

244.97

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11757.01

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RCC of design mix of M-30 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 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

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i) Approach Slab

17.75

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6610.37

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Wearing coat

24.58

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6670.2

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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 royalities 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)

779.57

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9073.41

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Supplying fitting fixing in position Single strip seal expansion joint including anchorage catering to a horizontal movement beyond 70mm and up to 140mm as per drawing & Technical specifications to be installed by the manufactures / supplier ensuring compliance to the manufactures instructions for installations. complete as per drawing and technical specifications etc. complete as per specification & direction of Engineer-in-Charge.

45

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9225.97

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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.

77.44

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107.2

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Providing and laying Filter Media with stone aggregates of 45mm size HB Stone satisfying requirements laid down in as per approved Drawing & Technical Specifications and Clause 2504.2.2 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).

58.27

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2586.92

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Back filling with granular material behind abutment, wing wall & return wall complete including all cost, carriage, royality & labour as per specification & direction of the Engineer-in-Charge.

370.99

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1349.61

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Providing & fixing Drainage spout complete as per drawing and technical specifications etc. complete as per specification & direction of Engineer-in-Charge.

25

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924.4

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R.C.C. M-20 grade in Railing of Culvert / Bridge for rails panel in 2 ties as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision).

87.4

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1936.41

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Supplying and fixing 15cm dia 1.00m long guard posts of RCCM-15 using 7.5 Kg of steel for each guard post with 20mm size H.G (c.B) chips including cost of all reinforcement and materials centering shuttering and watering carrying etc, complete.

100

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656.54

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Painting two coats with enamel paints over a coat of primer in kerb of approved shade for finished item of work as per the direction of the Engineer-in-charge.

102.7

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195.26

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Providng Gravel backing to revetment and slope as per approved drawing section 2500 of MORT&H Specifications for road & bridge works (4th Revision) including cost, conveyance & royality of all materials to site and as per direction of Engineer in charge

122.83

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1376.36

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Rough 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.

666.68

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2137.68

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Supplying, fitting, fixing of roads sign board as per approve drawing including cost, conveyance, royalty, taxes of all materials, labour, T & P etc. providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC: 67-2010 made of A.C.P. (Aluminum composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminum with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides as per requirement in table 6.1 of IRC-67/2010 and as per technical specifically of clause 801.3 supported on a mild steel angle iron post 75mm x 75mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 40cm x 40cm x 60cm. 60cm below ground level as per approved drawing including excavation, curing etc. complete under the supervision of Engineer-in-charge.(1000mm X 900mm size)

2

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10384.88

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Approach Road

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Earth work in excavation of foundation in all kinds of soil including moorum & stoney earth & gravel mixed with boulders with all leads & lifts including dressing the sides & leveling the bed of the foundation to the required width & required depth including shoring shuttering, propping bullah, pilling, 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, below bed level.

1295.53

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128.91

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Providing granular sub-base having CBR value not less than 20 & PI value not more than 6 mix with required proportion of sand of approved quality including cost, conveyance, royalty & taxes including cost of T&P articles required for the work etc. complete & labour for spreading moorum in layers not exceeding 23cm. thickness watering & compacting to the required density at OMC with power road roller including cost & carriage of water, all T&P articles with hire & running charges of machineries such as PRR etc. required for the work complete in all respect as per specification & direction of the Engineer-in-charge

113

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2399.61

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 of MoRD by manual means and as per direction of the Engineer-in-Charge.

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Grading No.-II with moorum

34.88

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2964.46

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Grading No.-III with moorum

34.88

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3028.72

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Providing and applying primer coat with bitumen emulsion SS on the 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 clause 502 of MOSRT & H Specifications for Road & Bridge works (4th.Revision), cost, conveyance, royality of bitumen, hire & running charges of mechinaries and T &P etc complete as directed by the Engineer in charge.

465

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38.27

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Providing and applying Tack Coat with of bituminous emulsions using emulsion distributors @0.40 kg /Sqm on prepared surface clean with mechanical brooms including labour for cleaning the existing Bituminous surface , cost, conveyance, royality of bitumen, hire & running charges of mechinaries and T &P etc complete as directed by the Engineer in charge and as per MORTH Technical Specification Clause No. 503 and 501.

465

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13

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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using S-60/70 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508 of MoRD including cost, lead, lift royality and taxes of all materials required for the work by manual means etc. complete and as per direction of the Engineer -in- charge.

465

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160.62

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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 10sqm including cost , conveyance , royality & taxes of bitumen , hire & running charges of PRR & other machicries labour, T&P required for the work etc. complete as per specification & direction of Engineer -in-Charge.

465

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68.22

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Construction of moorum shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and Including all labours T&P required for the work etc. complete. as per specification & direction of Engineer-in-Charge.

37.2

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1408.05



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