Pradhan Mantri Gram Sadak Yojana Tender
BidAssist is a very user-friendly website that lets us explore new opportunities which further helps in the growth of the business. We can get any information regarding any e-tender the Tripura government has posted on its website in a very hassle-free manner. BidAssist is designed in such a manner so as to provide information on all government tenders at one place without any inconvenience.
Costs
EMD
₹ 22,97,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Upgradation Of Road From 1.kma Road At Salema Rcc Bridge To Duigang Para (length 2.625 Km) (package No-tr-04-04p3) Under Salema Block 2.ka Road At West Singhinala
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_SQCEO_134556_1Bid Award Id
ViewTender No
TR0404P3Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
... More
Dismantling Work in existing Culverts
-
-
-
... More
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.
-
-
-
... More
i) PCC
33.6
22435
667.7
... More
ii) RCC in Superstructure
76.44
144655
1892.4
... More
Dismantling of flexible pavements
-
-
-
... More
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
(A) Bituminous courses
9.6
2867
298.6
... More
Dismantling of Brick soling
-
-
-
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of brick masonry including disposal of unserviceable material and stacking the serviceable material with all lift and upto a lead of 1000 m as per Technical Spectification Clause 202.
552.15
129093
233.8
... More
Construction of Subgrade and Earthen Shoulders
-
-
-
... More
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
-
-
-
... More
For Subgrade and Earthen Shoulders
1176
234730
199.6
... More
Construction of GSB
-
-
-
... 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.
496.94
706500
1421.7
... More
Charge for construction of Granular Subbase
-
-
-
... More
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
496.94
123589
248.7
... More
Construction of GSB
-
-
-
... 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.
(A) By Mix in Place Method (ii) For Grading - II Material ( Jhama brick aggregate )
699.47
4241166
6063.4
... More
WBM (Grading-II)
-
-
-
... More
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.
12.66
96298
7606.48
... 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.
702.66
5261602
7488.12
... More
Prime coat
-
-
-
... More
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 of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
9537.53
454368
47.64
... More
Tack coat
-
-
-
... More
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
10017.53
159780
15.95
... More
Mix Seal Surfacing 25 mm thick by 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 static roller , finishing to required level and grades as per Technical Specification Clause 509.
By Mechanical Means
Type-B
Bitumen VG-30
9848.78
3520545
357.46
... More
Open-Graded Premix Carpet
-
-
-
... More
Providing , laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using 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 either Type A or Type B or Type C or Type D as per Technical Specification Clause 508
By Mechanical Means
Bitumen VG-30
168.75
47530
281.66
... More
Seal Coat
-
-
-
... More
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per Technical Specification Clause 510
168.75
14016
83.06
... More
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.
143.44
13046
90.95
... More
Chevron Signs at Bend
49
117649
2401.01
... More
Chevron Signs at Sharp Bend(double)
12
28812
2401.01
... More
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
8
4544
568
... More
Traffic Signs
-
-
-
... More
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.
-
-
-
... More
with 600 mm equilateral triangle MS sheeting
17
40817
2401.01
... More
with 600 mm circular MS sheeting
21
52135
2482.61
... More
with 600 mm x 600 mm square MS sheeting
3
7596
2532.11
... More
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
3466
3466.11
... More
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
21
15351
731
... More
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
756.9
119817
158.3
... More
PMGSY Informatory Sign Board with Logo
-
-
-
... More
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.
-
-
-
... More
Providing and Fixing 'Logo' of PMGSY Project
1
12841
12841.4
... More
(ii) Logo Board (As per fig. 5 of Road signage under PMGSY published by the NRRDA on Dec'06)
2
6256
3128.2
... More
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
16653
16652.91
... More
Providing and Fixing 'Citizens' Information Board' of PMGSY / Bharat Nirman Project
-
-
-
... More
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
33306
16652.91
... More
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.
4
14912
3728.09
... More
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.
11
10434
948.54
... More
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.
30
25084
836.13
... 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.
328.97
158596
482.1
... More
Providing Concrete (M-15) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203
32.28
283741
8790
... 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)
228
2070719
9082.1
... More
Providing Concrete (M-15) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202 & 1203
80.08
703903
8790
... 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
93.25
925907
9929.3
... More
Providing & laying reinforced cement concrete(using fine sand and stone aggregate ) in superstructure as per drawings & technical specifications Clauses 800, 900, 1205.4 & 1205.5
RCC M25 1) For height upto 5 m.
14.07
180661
12840.15
... More
Supplying, fitting, & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202
1.11
103580
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
25
8215
328.6
... More
Maintenance
-
-
-
... More
Total for 1st year maintenance (including 18% GST)
2.63
103950
39600
... More
Total for 2nd year maintenance (including 18% GST)
2.63
123260
46956
... More
Total for 3rd year maintenance (including 18% GST)
2.63
380470
144941
... More
Total for 4th year maintenance (including 18% GST)
2.63
513686
195690
... More
Total for 5th year maintenance (including 18% GST)
2.63
644025
245343
... More
2.KA Road at West Singhinala to Madhucherra (Package No-TR-04-05P3) (Length= 7.010 km) under Salema block.
-
-
-
... More
Clearing and grubbing road land
-
-
-
... More
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.
1.04
34183
32867.9
... More
Dismantling Work in existing Culverts
-
-
-
... More
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.
-
-
-
... More
i) PCC
1.32
881
667.7
... More
Setting Out ( As per drawing enclosed) (using PCC with jhama brick aggregate)
7.01
419126
59789.8
... More
Removal of Hume Pipes
-
-
-
... More
Removing all types of Hume pipes and stacking within a lead of 1000m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 of Specification of Rural Roads.
-
-
-
... More
Above 600 mm to 900 mm dia Hume pipe
5
2115
423
... More
Above 900 mm dia Hume pipe
5
3622
724.4
... More
Dismantling of Brick soling
-
-
-
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of brick masonry including disposal of unserviceable material and stacking the serviceable material with all lift and upto a lead of 1000 m as per Technical Spectification Clause 202.
Brick Soling
1176.3
275019
233.8
... More
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
1156.67
261407
226
... More
Construction of Embankment with Material 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
1156.67
77266
66.8
... More
Construction of Subgrade and Earthen Shoulders
-
-
-
... More
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
1176
234730
199.6
... More
Construction of GSB
-
-
-
... 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.
1058.67
1505111
1421.7
... More
Charge for construction of Granular Subbase
-
-
-
... More
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
1058.67
263291
248.7
... More
Construction of GSB
-
-
-
... 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.
(A) By Mix in Place Method (ii) For Grading - II Material ( Jhama brick aggregate )
2099.74
12763984
6078.84
... More
WBM (Grading-II)
-
-
-
... More
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.
25.31
195443
7721.96
... More
WBM (Grading-III)
-
-
-
... More
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.
25.31
195379
7719.42
... 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.
1474.49
11728801
7954.48
... More
Prime coat
-
-
-
... More
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 of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
19997.34
953273
47.67
... More
Tack coat
-
-
-
... More
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
19997.34
319158
15.96
... More
Mix Seal Surfacing 25 mm thick by 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 static roller , finishing to required level and grades as per Technical Specification Clause 509.
By Mechanical Means
Type-B
Bitumen VG-30
19659.84
7098185
361.05
... More
Open-Graded Premix Carpet
-
-
-
... More
Providing , laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 either Type A or Type B or Type C or Type D as per Technical Specification Clause 508
337.5
96272
285.25
... More
Seal Coat
-
-
-
... More
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per Technical Specification Clause 510
337.5
28985
85.88
... More
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.
286.88
26106
91
... More
Chevron Signs at Bend
97
233227
2404.4
... More
Chevron Signs at Sharp Bend(double)
10
24044
2404.4
... More
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
46
26128
568
... More
Traffic Signs
-
-
-
... More
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.
-
-
-
... More
with 600 mm equilateral triangle MS sheeting
39
93772
2404.4
... More
with 600 mm circular MS sheeting
65
161590
2486
... More
with 600 mm x 600 mm square MS sheeting
3
7607
2535.5
... More
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.
2
6941
3470.58
... 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.
1901
563837
296.6
... More
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
63
46053
731
... More
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
2057.7
325734
158.3
... More
PMGSY Informatory Sign Board with Logo
-
-
-
... More
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.
-
-
-
... More
Providing and Fixing 'Logo' of PMGSY Project
1
12849
12848.86
... More
(ii) Logo Board (As per fig. 5 of Road signage under PMGSY published by the NRRDA on Dec'06)
4
12543
3135.66
... More
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
16662
16662.18
... More
Providing and Fixing 'Citizens' Information Board' of PMGSY / Bharat Nirman Project
-
-
-
... More
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
33324
16662.18
... More
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
5977
5976.99
... More
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.
8
29874
3734.2
... More
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.
28
26594
949.78
... More
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.
74
61964
837.35
... 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.
782.78
377378
482.1
... More
Providing Concrete (M-15) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203
82.79
729488
8811.3
... 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)
256
2331034
9105.6
... More
Providing Concrete (M-15) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202 & 1203
268.85
2368918
8811.3
... 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
225.12
2247531
9983.7
... 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
60
793518
13225.3
... 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.
43.51
562619
12930.8
... More
Supplying, fitting, & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202
3.42
319138
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
70
23002
328.6
... More
BRIDGE AT CH. 4162 M
-
-
-
... More
Dismantling of Structures
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 whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per Technical Specification Clause 202.
(II) By Mechanical Means
B) Reinforced Cement Concrete
337.5
387585
1148.4
... More
Foundation
-
-
-
... 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 A. Manual means
-
-
-
... More
(I) upto 3.0m depth
202.14
103962
514.3
... More
Bored Cast-in-Situ piles 1000 mm dia , M-35 grade ( using fine sand ) RCC pile excluding reinforcement complete as per drawing and technical specification and removal of excavated earth with all lifts and lead upto 1000 m.
468
7314091
15628.4
... More
Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-4) (Reference to MORT&H's specification
1113).
a) Initial and routine load test
1050
808500
770
... More
Cement Concrete for Reinforced Concrete ( using fine sand ) in Pile Cap excluding reinforcement complete as per drawing and MoRTH technical specification.
-
-
-
... More
C. RCC Grade M30 (Using Concrete Mixer)
179.96
2307897
12824.5
... More
Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.
II P.C.C grade M 15
II Nominal mix (1:2.5:5)
12.83
142194
11082.9
... More
Supplying, fitting & placing HYSD bar reinforcement in foundation complete as per drawings & technical specifications Clauses 1000 & 1202
57.39
5264748
91736.33
... More
Providing and construction of one span service road to reach island location from one pier location to another pier location
35
68688
1962.5
... More
Substructure
-
-
-
... More
Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement)
-
-
-
... More
VII. R.C.C grade M-30
-
-
-
... More
a) upto 5 m height
54.23
599616
11056.9
... More
Supplying, fitting & placing HYSD bar reinforcement (Fe415) in substructure completed as per drawings & technical specification Clauses 1002, 1005, 1010 and 1202
6.39
587825
91991.33
... More
Backfilling behind abutment, wing wall & return wall complete as per drawings & technical specification Clause 1204.3.8
(ii) Sandy material
88.08
216369
2456.5
... More
Supplying, fitting & fixing in position true to line & level elastomeric bearing conforming to IRC : 83 ( Part-II) Section IX complete including all accessories with additional steel fixtures as per drawings & technical specification with all lifts and lead upto 1000 m.
101455.2
162328
1.6
... More
Providing & 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 & 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
22.06
97616
4425
... More
Super- Structure
-
-
-
... More
Providing & laying reinforced cement concrete in superstructure as per drawings & MoRD technical specifications Clauses 800, 900, 1205.4 & 1205.5 (including centering, shuttering, staging etc. but excluding reinforcement).
III R.C.C. Grade M 30
1 For height upto 5 m
122.4
1849415
15109.6
... More
Supplying, fitting, & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202
20.75
1944539
93712.73
... More
Providing and laying Cement concrete wearing coat M-30 grade including all formworks & required reinforcement complete as per drawings & MoRT&H technical specification Clauses 2702. (including centering, shuttering, staging etc. but excluding reinforcement ).
25.61
431731
16857.9
... More
Construction of R.C.C railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line & grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm including reinforcement as per drawing and technical specifications Clauses 800, 900 and 1208.3
228.12
963898
4225.4
... More
Providing and fixing in position Drainage spouts complete as per drawing & technical specifications Clause 1209
15
23255
1550.31
... More
Burried Joint Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised weldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, all as per drawings and MoRT&H Technical Specification Clause 2604.
33.8
70639
2089.9
... More
P.C.C. M 15 oridinary grade (1:2.5:5) levelling course below approach slab complete as per drawing & technical specifications Clauses 800 and 1211
II P.C.C grade M 15
(i) Nominal mix (1:2.5:5)
8.87
101836
11480.9
... More
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawings and MoRT&H Technical Specification Clause 2605.
33.8
8048
238.1
... More
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawings and MoRT&H Technical Specification Clause 2704, 1500, 1600, 1700.
(A) RCC M 30 Grade
17.75
321135
18092.12
... More
Maintenance
-
-
-
... More
Total for 1st year maintenance (including 18% GST)
7.01
277596
39600
... More
Total for 2nd year maintenance (including 18% GST)
7.01
329162
46956
... More
Total for 3rd year maintenance (including 18% GST)
7.01
1016036
144941
... More
Total for 4th year maintenance (including 18% GST)
7.01
1371787
195690
... More
Total for 5th year maintenance (including 18% GST)
7.01
1719854
245343
... More
● The upgradtion cost is inclusive of GST @ 18% and ● Maintenance amount is pre-specified by the authority as mentioned above.
-
108358965
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements