Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date3 Jun 2019
Closing Date9 Jul 2019
Tender Amount₹ 6,48,62,687
Costs
EMD
₹ 4,49,100Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Balance Construction And Maintenance Of Rural Roads Under Pmgsy Phase Vii
Description
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Contact
Tender Id
2019_SQCEO_77799_1Bid Award Id
ViewTender No
TR0304UGTender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
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Documents
BOQ Items
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ESTIMATE FOR CONSTRUTION OF ROAD
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A. Earth work Erosion control & Drainage
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1. Construction of sub grade and earthen shoulder
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1.1 Construction of sub grade and earthen shoulder with approved materials obtained from borrow pits/cuts with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead 1000 m as per Technical specification Clause 303.1
5980.05
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154.1
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2. Road side Pucca Drains
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2.1 Construction of road side pucca drain with M10 (1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved drawing and Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site
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B. Trapezoidal drain (top clear width 600 mm. Bottom clear width 300 mm and clear depth of 400
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i)In Ordinary Soil
4150
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1767.24
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3. Toe Wall
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(i) Earth work in excavation for Toe wall as per drawing and technical specifications clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50m. Dressing of sides and bottom and back filling in trenches with excavated suitable material.
34.88
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143.1
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(ii) Brick masonry work in cement mortar (in substructure) complete excepting pointing & plastering, as per drawing & technical specification clauses 602, 603, 604, 1202 and 1204.
41.88
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4720.41
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(iii) Plastering with cement mortar (1:4) 15mm thick on brickwork (in substructure) as per Technical specification clauses 613.4 & 1204.
50
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120.03
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(iv) Providing concrete for plain concrete M-15 (using jhama brick aggregate) in open foundations complete as per drawings & technical specifications clauses 802, 803, 1202 and 1203.
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(iv) (i) In foundation below GL
4.69
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5380
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(iv) (ii) In Copings
1.63
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5380
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B. Sub-base & Base Courses (Non Bituminous)
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1. Granular Sub-base
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1.1 Construction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, watering and compacting with smooth wheel/ vibratory roller 80 - 100 KN static weight to achieve the desired compaction, complete as per Technical Specification Clause 401.
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By Mechanical Means
309.5
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3206.86
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2. WBM Grading - 3- 75mm compacted thickness
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2.1 Providing, laying spreading and compacting 53m.m to 12.5m.m jhama Brick aggregates to water Bound Macadam specification including spreading in uniform thickness, hand packing rolling with three wheel vibratory roller 80 - 100 K.N static weight in stages to proper grade and camber, applying and brooming, filler materials to fill up the interstices of course aggregate, watering and compacting fill up the interstices as per technical specification clause 405.
259.81
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3955
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C. Surface courses (Bituminous)
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1. Prime coat.
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1.1 Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate 0.7 - 0.1 kg/sqm using mechanical means as per Technical Specification Clause 502
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(i) Low Porosity
52958.75
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36.13
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2. Tack coat on the prepared Granular surface
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2.1 Providing and applying tack coat with Bitumen Emulsion (RS - 1) using emulsion distributor at the rate of 0.25 to 0.30 kg. Per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Technical specification Clause 503.
23583.75
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12.87
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3. Bituminous Macadam
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3.1 Providing and laying bituminous macadam with hotmix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504
1002.31
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9329.4
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4. Tack coat on the prepared Bituminous surface
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4.1 Providing and applying tack coat with Bitumen Emulsion (RS - 1) using emulsion distributor at the rate of 0.20 to 0.25 kg. Per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical specification Clause 503.
52958.75
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10.7
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5. 20mm. Thick open - graded premix carpet using Coldmix technology
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5.1 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6mm aggregates either using coldmix binder to required line, grade and level to serve as wearing course on a previously prepared bases including mixing in a suitable plant/ site concrete mixer without heating, 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 either Type A or Type B or Type C as per Technical Specification Clause 508.2
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(i) By Mechanical Means with Bitumen (cold mix)
52958.75
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197.78
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6. Seal coat
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6.1 Providing and laying seal coat sealing the voids in bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
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i) By Manual Means with Bitumen (S-65) Type A
52958.75
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48.3
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D. Road Logo other Road furniture
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1. Providing and fixing of retro-reflectiorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel angle Iron post 75mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 450mm x 450mm x 600mm, 600m.m below ground level as per drawing and technical specification clause 801.
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1.1 600mm equilateral triangle aluminum sheeting
444
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2288.9
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1.2 600mm Dia circular aluminum sheeting
12
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2415.1
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1.3 800 x 600 mm rectangular aluminum sheeting
14
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2610.9
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2. 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
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(i) Ordinary Kilometer Stone (precast)
13
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2048.51
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(ii) 200 m stone (Precast)
53
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545.2
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3. Construction of RCC guide posts of 250mm dia and total 600mm long, (300mm below G.L) M15 grade ( with jhama brick aggregate) case in situ with 20mm 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 1401.6.
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(a) In ordinary soil
988
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321.22
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4. Boundary pillar (with PCC M15 grade using jhama Brick aggregate and reinforcement)
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4.1 Plain cement concrete M15 grade (Using jhama brick aggregate and reinforcement) boundary pillar / local stone of standard design as per IRC : 25 fixed in position including finishing and lattering but excluding painting as per drawing and technical specification clause 1704.
103
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444
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5. Providing and fixing "Logo" of PMGSY Project
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5.1 Providing and fixing of 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 25 mm x 5 m 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. 75mmx75mm of 12 SWG steel plate tube. All MS 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 color. 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 1700.0 n. The rate includes cost of fixing in ground as per drawing, cost of all material, labour and carriage.
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9534.62
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6. Providing and fixing Citizen's Information board
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6.1 Providing and fixing PMGSY Citizen's Information Board as per MORD Specifications and drawing, consisting of 75 mm square or 75 mm Φ steel tube frame welded with 25 mm x 5 mm MS flat iron strips, 4 nos. horizontally and 2 nos. vertically, two nos. CR/GI plates 1.6 mm thick welded with the MS flats; all MS will be stove enamelled on all sides, painting the boards and lettering as per drawing with ready mixed synthetic enamel paint of superior quality in required shade and colour, fixed in ground with M-15 grade concrete (with jhama aggregate ) 60 x 60 x 75 cm (depth) including cost of excavation, concrete, all materials, labour and carriage.
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12021.64
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E. CD Works
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CD Work: RCC Pipe Culvert
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1. Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 1104, including setting out, construction of shoring and bracing, removal of stumps and toerh delterious matter, dressing of sides and bot
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(A) Ordinary soil (for RCC Pipe Culvert)
50
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143.1
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2. PCC M-15 (with Jhama) as per drawing and technical specification, clause 1109
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(i) Below Head Wall
1.98
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5380
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(ii) Below cement concrete NP3 pipe
2.87
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5380
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3. Providing and laying reinforced cement concrete pipe NP3 for culverts on bedding PCC (M-15) using Jhama material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, backfilling, concrete and masonry work
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i) 1000 mm dia
7.5
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9574.3
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4. Brick masonry work in cement mortar in Head Walls complete excluding pointing and platering as per drawing and technical specification Clause 1109
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(i) Brick masonry in 1:4 cement mortar
19.28
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4526.21
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5. Plastering in Head Walls with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clause 613.4
24.52
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120.03
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Total estimated cost for Construction: Rs. 3,74,23,728.46
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MAINTENANCE COST ESTIMATE FOR ROAD
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1st Year Maintenance
13.29
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50944
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2nd Year Maintenance
13.29
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66409
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3rd Year Maintenance
13.29
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143198
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4th Year Maintenance
13.29
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184901
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5th Year Maintenance
13.29
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261510
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Total estimated cost for Maintenance: Rs. 93,94,818.02
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Road from : Dharmanagar (DRBS) to Satsangam
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Package No.: TR-03-02 (UG); Link No.: T03
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Length: 13.124 Km
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MAINTENANCE COST ESTIMATE FOR ROAD
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1st Year Maintenance
13.12
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50537
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2nd Year Maintenance
13.12
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65556
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3rd Year Maintenance
13.12
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139733
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4th Year Maintenance
13.12
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180082
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5th Year Maintenance
13.12
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253984
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Total estimated cost for Maintenance: Rs. 90,54,142.61
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Road name: Noagang to Jalabassa
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Package No.: TR-03-24 (UG); Link No.: T02
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Length: 9.993 Km
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MAINTENANCE COST ESTIMATE FOR ROAD
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1st Year Maintenance
9.99
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50646
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2nd Year Maintenance
9.99
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65784
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3rd Year Maintenance
9.99
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140662
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4th Year Maintenance
9.99
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181374
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5th Year Maintenance
9.99
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256001
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Total estimated cost for Maintenance: Rs. 69,39,808.73
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Road name: Ananda Bazar to Harjing Para
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Package No.: TR-03-76; Link No.: L032
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Length: 2.9 Km
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MAINTENANCE COST ESTIMATE FOR ROAD
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1st Year Maintenance
2.9
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50944
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2nd Year Maintenance
2.9
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66409
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3rd Year Maintenance
2.9
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143198
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4th Year Maintenance
2.9
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184901
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5th Year Maintenance
2.9
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261510
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Total estimated cost for Maintenance: Rs. 20,50,189.80
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