Public Works Department Tender
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Costs
EMD
₹ 22,82,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Upgradation Of Road From Mrl06 Nh-208 (taidu Bazar) To 3 No. Santang Para Road
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_PWDTR_769639_1Tender No
DNIT10/EO/PMGSY-III/2024-25/2Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/pwd/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Dismantling Work in existing Culverts
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-
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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 the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
By Mechanical Means
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-
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i) Cement Concrete
37.8
23372
618.3
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ii) Re inforced Cement concrete
115.92
133123
1148.4
... More
Setting Out ( As per drawing enclosed) (using PCC with jhama brick aggregate)
5.75
343791
59789.8
... More
Dismantling of flexible pavements
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-
-
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Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202.
By Mechanical Means
Bituminous Courses
509.88
152250
298.6
... More
Dismantling of Brick soling
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-
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Dismantling of brick soling, stacking serviceable materials and unserviceable materials separately with all lifts and upto a lead of 500 m by manual means as per MoRD Technical Specification Clause 202.
49.5
11573
233.8
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Excavation in Cutting in soil by manual means with lead upto 50 m. Excavation in Roadway cutting in soil by using manual means and carrying of cut earth to embankment site with all lifts and lead upto 50 m as per Technical Specification Clause 302.3
2988
675288
226
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Construction of Embankment with Material Obtained from Roadway Cutting
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-
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Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
2988
199598
66.8
... More
Construction of Embankment with Materials obtained from Borrow pits
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-
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Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
3178
697253
219.4
... More
Construction of Subgrade and Earthen Shoulders
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-
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Construction of subgrade and earhen shoulders With approved materials obtained from borrow pits with all Lifts and leads, transporting to site, spreding, grading to required slope and compacted to meet requirement of Table 300.2 with as per Technical Specification clauses 303.1
1893
377843
199.6
... More
Labour charge for Breaking of jhama bats
/ jhama bricks / 1st class bricks
Breaking of jhama bats/ jhama bricks/ 1st class bricks (including bigger lumps) into metal/ chips /aggregates and stacking serviceable materials and unserviceable materials separately as per direction of the Engineer-in-charge with all lifts and upto a
lead of 100 m.
ii. Required sizes for GSB (53 mm to 0.075 mm) as per MoRD Technical Specification
Clause 401.
42.08
59825
1421.7
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Charge for construction of Granular Subbase
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Charge for Construction of granular sub-base by providing well graded material (53 mm to 0.075 mm Jhama Brick Aggregate , GradingI), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the
desired density, complete as per MoRD Technical Specification Clause 401.(excluding the cost of jhama aggregate which are available at site only).
i. (i) For Grading-I Material
A (A) By Mix in Place Method
42.08
10465
248.7
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Construction of GSB
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-
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Construction of granular sub-base by providing well graded material (Jhama Brick Aggregate, as per Table 400.1), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(A) By Mix in Place Method (ii) For Grading - II Material ( Jhama brick aggregate )
593.48
3619356
6098.53
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WBM (Grading-II)
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-
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Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
19.69
148864
7560.4
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WBM (Grading-III)
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-
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Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
19.69
147695
7501
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Construction of Water Resistant Stabilized Base with nanotechnology
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-
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Construction of stabilized granular sub-base/ base by providing well graded material ( Jhama Brick Aggregate , as per approved Table , mixing with organosilane nanotechnology and nano acrylic co-polymer with water (1000 ppm TDS), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, watering and compacting with vibratory roller to achieve the desired density, complete as per Technical Specification approved by TRRDA.
843.75
3389048
4016.65
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Surface Waterproofing with nanotechnology
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-
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Providing and applying waterproofing with organosilane nanotechnology and nano acrylic co-polymer with water (1000 ppm TDS) on top compacted subgrade, shoulder ( in the ratio of 1.00 kg organosilane nanotechnology : 1.00 kg nano acrylic co-polymer : 200 litre water) by spraying solution at the rate of 3.00 litre/sqm in two spray application (1.50 litre+1.50litre) as per Technical Specification approved by TRRDA.
28182.83
528710
18.76
... More
Wet Mix Macadam
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-
-
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Providing, laying, spreading and compacting stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer ( Pug Mill ), carriage of mixed materials by tipper to site, laying in uniform layers in sub-base / base course on a well prepared sub-base and compacting with smooth wheel roller of three wheel 80-100 kN static roller to proper grade and camber, achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and as per Technical Specification Clause 406.
1675.94
12429358
7416.35
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Prime coat With Nanotechnology
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-
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Providing and applying prime coat with organosilane nanotechnology and cationic bitumen emulsion (CSS-1) and with water (1000 ppm TDS) ( in the ratio of 1.00 kg organosilane nanotechnology : 100.00 kg cationic bitumen emulsion (CSS-1) : 200 litre water) by spraying solution at the rate of 1.00 litre/sqm using mechanical means on prepared surface of granular base of low porosity including cleaning of road surface as per Technical Specification approved by TRRDA.
22608.29
526999
23.31
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Mix Seal Surfacing with organosilane nanotechnology
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-
-
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Providing , laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm ( Type-A ) or 13.2 mm to 0.9 mm (Type-B) aggregates using bitumen (Bitumen VG-30 mixed with 0.1% organosilane nanotechnology Zycotherm by weight of bituminous binder) 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 , finishing to required level and grades as per Technical Specification Clause 509. (B) By Mechanical Means ii)Type-B
22608.29
8240948
364.51
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Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.
430.31
39158
91
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Chevron Signs at Bend
98
236061
2408.79
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Chevron Signs at Sharp Bend(double)
20
48176
2408.79
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Providing and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings and as per MoRT&H Technical Specification Clause 805
24
13632
568
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Traffic Signs
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-
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Semi Reflective Traffic Signs: Providing and fixing of Semi Reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS Sheet duly stove white colour in front and grey colour in black with red reflective border of 65mm width and required letter and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47mm x12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450x450x600mm, 600mm below ground level as per approved drawing clause 1701.2.2.
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-
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with 600 mm equilateral triangle MS sheeting
80
192703
2408.79
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with 600 mm circular MS sheeting
85
211683
2490.39
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with 600 mm x 600 mm square MS sheeting
3
7620
2539.89
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Semi Reflective Direction & Place Identification Sign: Providing and erecting direction and place identification of semi reflective sign board as per IRC: 67 made of 2mmThick M.S sheet duly stove enameled Paint white colour in front and grey colour in back with reflective border of 70mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specification of required shade and colour. Supported and welded on two nos. 47mm x 47mm of 12 SWG square tube of 3050mm height duly strengthened by 25mm x 5mm MS flat iron on edges on back firmly fixed to the ground by means of property design foundation with M – 15 grade cement concrete 450mm x 450mm x 600mm below ground level as per provided drawing and technical specification clause 1701.
1
3476
3476.37
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Pedestrian Crossing Markings: Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/ color using hot thermoplastic material including reflectorising glass beads @ 250 gms per sqm area by fully / semi automatic thermoplast paint applicator machine fitted profile shoe, glass beads dispenser, propane tank heater and profile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per MoRT&H Technical Specification Clause 803
147
107457
731
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Painting lines, Dashes ,Arroes,etc. on Road in Two Coats on New Work: Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
1682.85
266395
158.3
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PMGSY Informatory Sign Board with Logo
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-
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Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications 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 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 lowermost frame and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm 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 topmost diamond plate will be welded to the middle plate 47mm x47mm 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 colour. All sections of frame post and steel tube will be painted with primer and two coats of epoxy paint as per Drawing Clause 1701 and Annexure 1700.1.
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-
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Providing and Fixing 'Logo' of PMGSY Project
1
12859
12858.54
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(ii) Logo Board (As per fig. 5 of Road signage under PMGSY published by the NRRDA on Dec'06)
3
9436
3145.34
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Logo of Maintenance Board: Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications 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 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 lowermost frame and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm 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 topmost diamond plate will be welded to the middle plate 47mm x47mm 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 colour. All sections of frame post and steel tube will be painted with primer and two coats of epoxy paint as per Drawing Clause 1701 and Annexure 1700.1.
1
16674
16674.23
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Providing and Fixing 'Citizens' Information Board' of PMGSY / Bharat Nirman Project
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-
-
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Providing and fixing typical “Citizen’s information Board” with Logo of PMGSY as per NRRDA Specifications and Drawing having two nos. MS plate of 1mm thick 900 x 750mm size each duly welded with 2 nos. vertical and 4 nos. Horizontal M.S. flat 50mm x 6mm size on back, the ends of the M.S. flats to be welded with 2x2450mm x 1150mm frame of M.S. square posts to be embedded in cement concrete M-15 grade of 600mm x 600mm size and 750mm below the ground level and keeping 50mm height above the ground level, two coats of epoxy painting MS square , flats and backside of the the M.S. sheets with a coat of primer and two coats of ready mixed approved brand synthetic oil bound paint over a coat of epoxy coated priming on rear side of the M.S. plates with bands and lettering of different approved shades as directed shown in the approved design with oil bound ready mixed synthetic paint and providing 70mm x 70mm size PMGSY Logo.
2
33348
16674.23
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Construction of 5th Kilometre Stone (Precast) : 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.
i) 5th Kilometre Stone(precast)
1
5990
5989.93
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Construction of Ordinary Kilometre Stone (Precast) : Reinforced cement concrete M 15 grade ordinary Kilometre stone with local stone of standard design as per IRC : 8 fixingin in position including painting and printing etc. as per drawing and technical specification clause 1703.
6
22453
3742.11
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Construction of 200 Metre Stone (Precast) : Reinforced cement concrete M 15 grade 200 metre stone with local stone of standard design as per IRC : 8 fixingin in position including painting and printing etc. as per drawing and technical specification clause 1703.
23
21882
951.38
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Boundary Pilar: Reinforced cement concrete M 15 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.
60
50335
838.92
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Trapezoidal drain
-
-
-
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Trapezoidal drain ( top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm
494
1759564
3561.87
... More
Earthwork in excavation for structures 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 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
756.67
364791
482.1
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Providing Concrete (M-15) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203
74.7
639454
8560.3
... More
Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & technical specification Clauses 602, 603, 604, 1202 and 1204 ( In 1:4 cement mortar)
410
3890367
9488.7
... More
Providing Concrete (M-15) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202 & 1203
211.3
1808791
8560.3
... More
Plain/reinforced cement concrete in substructure complete including formwork as per drawings & technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204.
P.C.C grade M20 (1:2:4)(Nominal mix)
i) upto 5 m height
54.28
526334
9696.65
... More
Providing and Laying reinforced cement concrete pipe NP3 with collar for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling , concrete and masonry works in head walls and parapets Clause 1106.
(B) 1000 mm Diameter
15
199616
13307.75
... More
Plain/reinforced cement concrete in substructure complete including formwork as per drawings & technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204.
P.C.C grade M20 (1:2:4) (Nominal mix)
i) upto 5 m height
147.32
1428510
9696.65
... More
Providing & laying reinforced cement concrete (M-25) in superstructure as per drawings & technical specifications Clauses 800, 900, 1205.4 & 1205.5
1) For height upto 5 m.
29.84
408921
13703.8
... More
Supplying, fitting, & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202
2.49
232355
93315.3
... More
Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe ( 110 mm OD of 6.0 Kg/cm2 pressure ) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7
60
19716
328.6
... More
Maintenance
-
-
-
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Total for 1st year maintenance (including 18% GST)
5.75
227660
39600
... More
Total for 2nd year maintenance (including 18% GST)
5.75
269950
46956
... More
Total for 3rd year maintenance (including 18% GST)
5.75
833266
144941
... More
Total for 4th year maintenance (including 18% GST)
5.75
1125022
195690
... More
Total for 5th year maintenance (including 18% GST)
5.75
1410477
245343
... More
2. TA Road to Thalibari, Block- Ompi (length-6.850 KM).
-
-
-
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Clearing and grubbing road land
-
-
-
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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and of serviceable material to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification Clause 201.
3.65
119968
32867.9
... More
(ii) Excavation in Soil with Dozer with lead upto 100 m.
-
-
-
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Excavation for roadway in soil by mechanical means with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3
3955
264985
67
... More
(iii) Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m
-
-
-
... More
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3
6482.83
235327
36.3
... More
Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means
-
-
-
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Scarifying Existing bituminous Road Surface by mechanical means to a Depth of 150 mm and disposal of scarified material with all lifts and leads upto 1000 m as per Technical Specification Clause 301.4. For Upto 3m
11168.03
96045
8.6
... More
404.3.1 Making 50 mm x 50 mm Furrows
-
-
-
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Making 50 mm x 50 mm Furrows Making 50 mm x 50 mm furrows, 25mm/50 mm deep,450 to the center line of the road and at one meter interval in the existing thin bituminous wearing course including sweeping and disposal of excavated material within 1000 meters lead as per MoRT&H Technical specification clause 404.3.1
ii) 50 mm deep furrow cutting
For Upto 3m
11168.03
129549
11.6
... More
Construction of Embankment with Materials Obtained from Roadway Cutting
-
-
-
... More
Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
-
-
-
... More
A. For spreading beyond 100 m
2373
158516
66.8
... More
B. For spreading within 100 m
5537
269652
48.7
... More
Construction of Embankment / Shoulder with Materials obtained from Borrow pits.
-
-
-
... More
Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
1011.13
221842
219.4
... More
Construction of Subgrade and Earthen Shoulders
-
-
-
... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.
2283.02
455691
199.6
... More
Granular Sub-base with Well Graded Material ( Table 400.1 ) using Jhama Brick Aggregate
-
-
-
... More
Construction of granular sub-base by providing well graded material ( Jhama Brick Aggregate , as per Table 400.1 ), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
1420.37
8695505
6122
... More
Wet Mix Macadam
-
-
-
... More
Providing, laying, spreading and compacting stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer ( Pug Mill ), carriage of mixed materials by tipper to site, laying in uniform layers in sub-base / base course on a well prepared sub-base and compacting with smooth wheel roller of three wheel 80-100 kN static roller to proper grade and camber, achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and as per Technical Specification Clause 406.
1940.57
14391073
7415.9
... More
Prime coat
(ii) 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
25874.21
1225920
47.38
... More
Tack Coat
(ii) 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
25874.21
413470
15.98
... More
Mix Seal Surfacing 25 mm with bitumen VG-30
-
-
-
... More
Providing , laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm ( Type-A ) or 13.2 mm to 0.9 mm (Type-B) aggregates using viscosity 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 statio roller , finishing to required level and grades as per Technical Specification Clause 509. By Mechanical Means
Type-B Bitumen VG-30
25874.21
9834787
380.1
... More
'Road side Pucca Drains in ordinary soil
-
-
-
... More
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 design and Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site.
-
-
-
... More
Trapezoidal drain ( top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm
In Ordinary Soil
200
641068
3205.34
... More
Box culvert (1m x 1m)
-
-
-
... More
Excavation for Structures
-
-
-
... More
Earthwork in excavation for structures 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 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
I) Ordinary Soil
52.96
25532
482.1
... More
Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203. P.C.C grade M 15 ( using jhama brick aggregate ) i) Nominal mix (1:2.5:5)
3.48
29735
8544.5
... More
Brick masorny work in cement mortar in foundation completed excluding pointing & plastering as per drawing & technical specifications Clauses 600, 1202 & 1203. ii) Brick masonry in 1:4 cement mortar
8.57
76782
8959.4
... More
Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & technical specification Clauses 602, 603, 604, 1202 and 1204 ii) In 1:4 cement mortar
2.02
18870
9341.7
... More
Pointing with cement mortar (1:3) on brickwork as per drawing & technical specification Clauses 613.3 & 1204
0.39
37
95.1
... More
Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203. P.C.C grade M 15 ( using jhama brick aggregate ) i)Nominal mix (1:2.5:5)
1.26
10766
8544.5
... More
Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe ( 110 mm OD of 6.0 Kg/cm2 pressure ) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7
36
11830
328.6
... More
II) R.C.C grade M 25 (Design Mix) Plain/reinforced cement concrete in substructure complete including formwork as per drawings & technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204.
VI)R.C.C grade M-25 i) upto 5 m height
5.78
66774
11552.6
... More
Supplying, fitting & placing HYSD bar reinforcement (Fe415) in substructure completed as per drawings & technical specification Clauses 1002, 1005, 1010 and 1202
0.68
62284
91593.9
... More
Backfilling behind abutment, wing wall & return wall complete as per drawings & technical specification Clause 1204.3.8 II) Sandy material
11.13
25632
2303
... More
Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & 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 1204.3.8
7.64
33807
4425
... More
Providing PCC M 20 (with jhama brick aggregate) architectural coping on the top of wing wall, return wall etc. complete including formwork as per drawing & technical specification Clauses 615, 710 & 1204.3.11
5.4
3237
599.4
... More
Providing & laying reinforced cement concrete (using fine sand & stone aggregates) in superstructure as per drawings & technical specifications Clauses 800, 900, 1205.4 & 1205.5 RCC Grade M-25 Mix-
For height upto 5 m
3
37590
12530.1
... More
Supplying, fitting, & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202
0.3
27995
93315.3
... More
Providing and fixing in position Drainage spouts complete as per drawing & technical specifications Clause 1209
2
3096
1548.2
... More
Providing bituminous wearing coat comprising of 20 mm thick premix carpet with seal coat Type D (with fine sand ) for culverts as per drawing & technical specifications Clauses 1206.2 and 500
11.2
3605
321.9
... More
Box culvert (2m x 2m)
-
-
-
... More
Excavation for Structures
-
-
-
... More
Earthwork in excavation for structures 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 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material
I) Ordinary Soil
99.1
47776
482.1
... More
Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203. P.C.C grade M 15 ( using jhama brick aggregate ) i)Nominal mix (1:2.5:5)
7.39
63144
8544.5
... More
Brick masorny work in cement mortar in foundation completed excluding pointing & plastering as per drawing & technical specifications Clauses 600, 1202 & 1203. ii) Brick masonry in 1:4 cement mortar
24.25
217265
8959.4
... More
Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203. P.C.C grade M 15 ( using jhama brick aggregate ) i)Nominal mix (1:2.5:5)
2.25
19225
8544.5
... More
Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & technical specification Clauses 602, 603, 604, 1202 and 1204 ii) In 1:4 cement mortar
14.34
133960
9341.7
... More
Pointing with cement mortar (1:3) on brickwork as per drawing & technical specification Clauses 613.3 & 1204
2.07
197
95.1
... More
Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe ( 110 mm OD of 6.0 Kg/cm2 pressure ) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7
54
17744
328.6
... More
Plain/reinforced cement concrete in substructure complete including formwork as per drawings & technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. VI)R.C.C grade M-25 i)upto 5 m height
13.81
159541
11552.6
... More
Supplying, fitting & placing HYSD bar reinforcement (Fe415) in substructure completed as per drawings & technical specification Clauses 1002, 1005, 1010 and 1202
1.56
142886
91593.9
... More
Backfilling behind abutment, wing wall & return wall complete as per drawings & technical specification Clause 1204.3.8 II) Sandy material
57.85
133229
2303
... More
Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & 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 1204.3.8
24.92
110271
4425
... More
Providing PCC M 20 (with jhama brick aggregate) architectural coping on the top of wing wall, return wall etc. complete including formwork as per drawing & technical specification Clauses 615, 710 & 1204.3.11
11.68
7001
599.4
... More
Providing & laying reinforced cement concrete (using fine sand & stone aggregates) in superstructure as per drawings & technical specifications Clauses 800, 900, 1205.4 & 1205.5 RCC Grade M-25 Mix-
For height upto 5 m
6.21
77812
12530.1
... More
Supplying, fitting, & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202
0.62
57855
93315.3
... More
Providing and fixing in position Drainage spouts complete as per drawing & technical specifications Clause 1209
2
3096
1548.2
... More
Providing bituminous wearing coat comprising of 20 mm thick premix carpet with seal coat Type D (with fine sand ) for culverts as per drawing & technical specifications Clauses 1206.2 and 500
20
6438
321.9
... More
Providing and fixing 'Logo' of PMGSY Project
-
-
-
... More
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 25 mm x 5 mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25 mm x 25 mm x 5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mm x 450 mm x 600 mm , 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x 47 mm 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 Clause 1701 and Annexure 1700.1
3
37711
12570.4
... More
Providing and Fixing 'Citizens' Information Board' of PMGSY / Bharat Nirman Project
-
-
-
... More
Providing and fixing of typical Citizens' Information board with Logo as per MORD specifications and drawing. Two MS Plates of 2.0 mm thick, duly welded with MS flat iron 50 mm x 5 mm size on back on edges. The flat iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 76.1 mm OD (horizontal) and 2 Nos. 76.1 mm OD (Vertical) steel tube posts { as per IS : 1161 - 1979, Medium Class } duly embedded in cement concrete M-15 grade blocks of 600 mm x 600 mm x 750 mm , 750 mm below ground level. 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 and flats will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1
-
-
-
... More
Board 'A'
3
50250
16749.87
... More
Logo board/Logo Board at starting point
-
-
-
... More
Providing and fixing of typical PMGSY "Logo board/Logo Board at starting point" as per drawing and specifications of NRRDA having 1.6 mm thick 2 nos. 600 x 600 mm MS Sheet and 1.6 mm thick 2 nos. 1100 x 300 mm MS plate facing both sides of the alignment duly welded all Board with vertical square Post and 2 nos horizontal MS flats on back, embedding leg of MS square post of75mm x 75mm of 12 SWG sheet in M-15 grade cement concrete 600 mm square size and 750mm below the ground level and keeping 50mm height above the ground level, two coats of Epoxy painting on MS square flats and back side of the MS sheets over a coat of primer and two coats of ready mixed approved brand synthetic oil bound paint over a coat of Epoxy coated priming of rearside of the MS plates with Bands and letterings of different shades and sizes as directed and specified in the approved design with oil bound ready mixed synthetic paint complete in all respect. The rate of each Board is inclusive of M.S square, M.S flats, M.S plates, all labour, fabricating and welding charges, cost of paintings and primer, cost of carriage & fixing and all other incidental charges in this regard complete in all respect maintaining line and level as directed by the Engineer-in-Charge including cost of protection, barricading and lighting etc.
4
50282
12570.4
... More
Providing and fixing Maintenance board
-
-
-
... More
Providing and fixing of typical maintenance board with Logo as per MORD specifications and drawing with CC structure made with M-15 of Size 1150 mm in length, 300 mm in thickness and 2450 mm in height all above G.L. with foundation with M-15 concrete of size 1150 mm x 600 mm x 750 mm , 750 mm below ground level with skin reinforcemet with 8 mm dia TMT bars @ 200 cm C/C from bottom of the structure. 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 structure will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1- Board "A".
1
12570
12570.4
... More
Kilometre Stone ( with RCC M15 grade using jhama brick aggregate ) :
-
-
-
... More
Reinforced cement concrete M15 grade ( using jhama brick aggregate ) 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.
-
-
-
... More
i) 5th Kilometre Stone (precast)
1
5521
5521.13
... More
ii) Ordinary Kilometre Stone (Precast)
6
20663
3443.8
... More
iii) Construction of 200 Metre Stone (Precast)
28
25033
894.04
... More
Boundary Pillar (with PCC M15 grade using jhama brick aggregate and reinforcement)
-
-
-
... More
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 lettering but excluding painting as per drawing and Technical Specification Clause 1704.
138
114379
828.83
... More
Rumble strips
-
-
-
... More
Providing Rumble Strip covered with premixed bituminous carpet 20mm high at centre followed by Type B Seal Coat 250 mm wide each and placed 1 m centre to centre at approved location to control speed, marked with 30 cms. Wide white strips of Road marking paint placed 60 cms. centre to centre along the alignment. Using 20 mm premix carpet and Type B Seal coat for 0.26 sqm.
98.96
8986
90.8
... More
Guard Post
-
-
-
... More
Construction of RCC guide posts of 250 mm dia and total 600 mm long,(300 mm below GL ) 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 1401.6
142
77832
548.11
... More
Traffic Signs ( using jhama brick aggregate in CC/ PCC )
-
-
-
... More
Retero Reflective Traffic Signs:
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 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47mm x 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 x 450 x 600mm, 600mm below ground level as per approved drawing Clause 1701.2.2.
-
-
-
... More
ii) with 600 mm equilateral triangle MS sheeting
50
135059
2701.17
... More
iii) with 600 mm circular MS sheeting
55
154801
2814.57
... More
vi) with 600 mm x 600 mm square MS sheeting
57
164346
2883.27
... More
Direction and place identification signs with size more than 0.9 sqm sign board ( using jhama brick aggregate in CC /PCC)
-
-
-
... More
Retero-Reflective Traffic signs : Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and require message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47mm x 47mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 and annexure 1700.1 of Specification for Rural Roads.
16
72248
4515.47
... More
Road Markers/Road Stud with Lens Reflector:
Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873(Part 4) 1973.
323
95705
296.3
... More
Road marking strips (retro-reflective) of specified shade/ colour using Hot Applied Thermoplastic material with Reflectorising Glass Beads on
Bituminous Surface: Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic
material including reflectorising glass beads @ 250 gms per sqm area by fully/semi atomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater andprofile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign materials, etc., thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
2029.35
1483455
731
... More
Excavation for Structures
-
-
-
... More
A. Without dewatering.
-
-
-
... More
Earthwork in excavation for structures 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 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
Ordinary Soil
Upto 3 m depth
292.5
141014
482.1
... More
Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.
-
-
-
... More
P.C.C grade M 15 ( using jhama brick aggregate )
i) Nominal mix (1:2.5:5)
54
461403
8544.5
... More
Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe ( 110 mm OD of 6.0 Kg/cm2 pressure ) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7.
450
147870
328.6
... More
Brick masorny work in cement mortar in foundation completed excluding pointing & plastering as per drawing & technical specifications Clauses 600, 1202 & 1203.
Brick masonary in 1:4 cement mortar
319.5
2862528
8959.4
... More
Plastering with cement mortar (1:4) 12 mm thick on brickwork / C.C. work including a finishing coat of neat cement punning with 2.20 Kg of cement per sqm in substructure as per technical specification Clauses 613.4 & 1204.
1282.5
271121
211.4
... More
Maintenance
-
-
-
... More
Total for 1st year maintenance (including 18% GST)
6.85
271260
39600
... More
Total for 2nd year maintenance (including 18% GST)
6.85
321649
46956
... More
Total for 3rd year maintenance (including 18% GST)
6.85
992846
144941
... More
Total for 4th year maintenance (including 18% GST)
6.85
1340477
195690
... More
Total for 5th year maintenance (including 18% GST)
6.85
1680600
245343
... More
● The upgradtion cost is inclusive of GST @ 18% and ● Maintenance amount is pre-specified by the authority as mentioned above.
-
105634751
-
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