Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Sikkim PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date1 Jul 2019
Closing Date1 Aug 2019
Tender Amount₹ 8,00,93,524
Costs
EMD
₹ 20,02,338Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CESDA_78408_1Bid Award Id
ViewTender No
SK-PMGSY II Batch I Re-tender 04 Online (2019-20)Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-
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Documents
BOQ Items
... More
Scarfifying existing granular surface to a depth of 50 mm by manual means(Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1000 mtrs)
3720
-
19.17
... More
Water Bound Macadam Subbase/Base course
-
-
-
... More
Water Bound Macadam Sub-Base (Grade-I):
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN static roller in stages to proper grade and camber applying and brooming , stone screening/binding materials to fillup the interstices of coarse aggregate , watering and compacting to the required density Grading I as per Technical Specification clause 404 .
By Mannual Means.
401.76
-
1579.47
... More
Water Bound Macadam Base (Grade-II):
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN static roller in stages to proper grade and camber applying and brooming , stone screening/binding materials to fillup the interstices of coarse aggregate , watering and compacting to the required density Grading II as per Technical Specification clause 405 .
By Mannual Means.
279
-
1626.49
... More
Water Bound Macadam Base (Grade-III):
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN static roller in stages to proper grade and camber applying and brooming , stone screening/binding materials to fillup the interstices of coarse aggregate , watering and compacting to the required density Grading III as per Technical Specification clause 405 .
By Mannual Means.
279
-
1686.87
... More
Prime Coat:
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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification cl. 502.
3720
-
62.34
... More
Tack Coat:
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
3720
-
17.53
... More
20mm thick Open-Graded Premix Carpet using Bituminous Binder:
Case I : By Mannual Means
I. Bitumen (S-90)
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 asuitable plant , laying and rolling with a three wheel 80 to 100 kN static roller capacity finished to required level and grades to be followed by seal coat of Type B as per Technical Specification clause 508 .
3720
-
183.85
... More
Seal Coat:
Case-I : Type B
(I) Bitumen (S-90)
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A as per Technical Specification Clause 510
3720
-
61.58
... More
Carriage of Stock Materials : (Lead 140 km).
-
-
-
... More
Consumption of Cement/steel/Bitumen/Emulsion:
-
-
-
... More
loading
15.94
-
110.42
... More
Unloading
15.94
-
100.12
... More
Haulage
2231.6
-
4.2
... More
Carriage of Non-Stock Materials : (Lead 60 km).
-
-
-
... More
Consumption of Stone Boulder & Dust
-
-
-
... More
loading
-
-
-
... More
Loading & Unloading
1367.99
-
61.02
... More
Haulage
180574.68
-
4.2
... More
Carriage of Non-Stock Materials : (Lead 60 km).
-
-
-
... More
Consumption of Stone Chips
-
-
-
... More
loading
-
-
-
... More
Loading & Unloading
100.44
-
110.58
... More
Haulage
13258.08
-
4.2
... More
Section B
-
-
-
... More
Earthwork in excavation for structures as per drawing including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.The foundation bed shall be levelled, watered & rammed both longitudinally and vertically before placing the foundation . Necessary arrangement for dewatering shall be kept if required (technical specifications Clause 305.1).
-
-
-
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Soil =
427.9401
-
210.35
... More
Retaining wall and Brest wall :
-
-
-
... More
(b) Intermediate band of Random Rubble masonry with cement mortar In cement mortar (1:5) , ( 1 (cement) : 5(sand))
763
-
2886.02
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings with well packed graded filter to a thickness not less than 600 mm with smaller size towards soil and bigger size towards the wall and provided over the entire surface behind abutment , wing or return wall to the full height as per direction of the Engineer (technical specification Clause 1204.3.8).
182.2222
-
487.58
... More
Carriage of Stock Materials : (Lead 10 km).
-
-
-
... More
Consumption of Cement/steel/Bitumen/Emulsion:
-
-
-
... More
loading
75.546
-
94.24
... More
Unloading
75.546
-
94.24
... More
Haulage
755.46
-
4.2
... More
Carriage of Non-Stock Materials : (Lead 57 km).
-
-
-
... More
Consumption of Sand
-
-
-
... More
Loading & Unloading
255.88
-
61.02
... More
Haulage
30705.6
-
4.2
... More
Carriage of Non-Stock Materials : (Lead 57 km).
-
-
-
... More
Consumption of Stones
-
-
-
... More
Loading & Unloading
965.96
-
110.58
... More
Haulage
127506.72
-
4.2
... More
Section C
-
-
-
... More
Construction of Hill Side Drain
-
-
-
... More
Construction of hill side drain with P.C.C M10 (1:3:6) in accordance with the requirement of specifications true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 1606.1
1011
-
661.65
... More
Providing & laying hand packed stone soling of specified thickness with clean hard selected stones including hammer dressing of stone for laying as per required level and camber including packing with broken stones obtained from hammer dressing to fill the voids to give uniform surface as directed by the Engineer-in-Charge all complete.
113.7375
-
605.1
... More
Carriage of Stock Materials : (Lead 10 km).
-
-
-
... More
Consumption of Cement/steel/Bitumen/Emulsion:
-
-
-
... More
loading
35.385
-
94.24
... More
Unloading
35.385
-
94.24
... More
Haulage
353.85
-
4.2
... More
Carriage of Non-Stock Materials : (Lead 60 km).
-
-
-
... More
Consumption of Sand
-
-
-
... More
loading
-
-
-
... More
Loading & Unloading
67.94
-
61.02
... More
Haulage
8152.8
-
4.2
... More
Carriage of Non-Stock Materials : (Lead 57 km).
-
-
-
... More
Consumption of Stones
-
-
-
... More
Loading & Unloading
232.56
-
110.58
... More
Haulage
30697.92
-
4.2
... More
Section D (Road furnitures)
-
-
-
... More
Providing and Fixing 'Logo' of PMGSY Project
-
-
-
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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 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
2
-
11159.88
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
-
-
-
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(a) 900 mm equilateral triangle
5
-
6008.65
... More
(b) 600 mm side octagon
5
-
3524.49
... More
MRL04-RUMTEK REY RANKA ROAD TO FALAY BUSTY VIA TYEMPEM BUSTY
-
-
-
... More
Reinforced cement concrete M15 kilometer 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
3
-
2130.63
... More
Ordinary Kilometer Stone (precast/ cast-in-situ)
-
-
-
... More
Reinforced cement concrete M15 kilometer 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
9
-
609.13
... More
200 M Stone (precast/ cast-in-situ)
-
-
-
... More
Providing and fixing 'Logo' of PMGSY project
-
-
-
... More
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on mild steel angle iron post 75 mm X 75 mm X 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm X 450 mm X 600mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
2
-
6254.77
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1) 900 mm side octagon
12
-
6008.65
... More
i) 600 mm equilateral triangle
12
-
3524.49
... More
Construction of job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4
2
-
272.43
... More
(4) Boundary Pillar
60
-
479.84
... More
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
-
-
-
... More
Construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lift and leads trasporting to site,spreading grading to required slope and compacted to meet requirement of table300.2 with lead upto 1000 mtr as p
3428.88
-
200.49
... More
Compacting Cut Formation :
-
-
-
... More
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
1714.4
-
36.71
... More
Stabilisation of Sub-Bases and Base
-
-
-
... More
Waterproofing on top compacted ( as per relevant MoRD specification) sub Grade soil base with Organosilane Nanotechnology & nano acrylic co-polymer with water (1000 ppm TDS) in the ratio of 1 kg Organosilane Nanotechnology:1 kg nano acrylic co-polymer :200 liter water spray @ 3 liter /sqm in two spray applications (1.5 liter + 1.5 liter) as per direction of the Engineer-in-charge.
8901.9
-
13.78
... More
Stabilized Sub base / Base: Providing, laying, Spreading and compacting in-situ/borrow area soil /Murrum of CBR 5% mixed with / without 30% of granular Grade-I material. Application: (1) Rip and loosen the soil with tractor operated ripper / rotavator upto depth of 150 mm. Apply 0.75 - 1 kg /cum organosilane Nanotechnology with OMC water (1000 ppm TDS) on loose soil with scarification, (2) Spread cement @ 3% by soil weight in treated & dry soil , (3) 0.75 kg/cum of nano acrylic Co-Polymer with OMC water (1000 ppm TDS) on loose soil-cement with scarification. Grade the soil (4) Spread single layer of 13.2 and down size aggregates on the graded soil surface to form 20-25 mm thick soil-aggregate layer.
(5).Compact the soil-aggregate surface with 8 to 10 tonne vibratory power roller to achieve smooth stone embedded layer with the desired density.
(6).Waterproofing the top compacted surface with organosilane & nano acrylic Polymer in the ratio of 1 kg organosilane :1 kg nano acrylic Co-Polymer : 200 liter water (1000 ppm TDS) @ 3ltrs/sqm in two spray application (1.5 ltrs. + 1.5 ltrs.).
Rates including all materials, labour, hire Charges of machery etc. complete as per MoRD specifications & direction of Engineer-in-Charge. UCS @ 7 days = 4.50
1780.38
-
2126.6
... More
Prime Coat:
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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification cl. 502.
8242.5
-
62.34
... More
Tack Coat:
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.
8242.5
-
17.53
... More
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.Open graded premix surfacing using cationic bitumen emulsion
8242.5
-
183.85
... More
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510
8242.5
-
61.58
... More
Providing and laying Bituminous wearing course with 20mm thk premix carpetting over tack coat laid on concrete surface of deck slab of bridge/culvert and seal coat Type B over premix carpetting as per drawing including laying the same with proper camber and curing so as to avoid formation of shrinkage cracks in hot weather as per Technical specifications cl. 508, 503, 510 .
219.39
-
337.53
... More
Carriage of Stock Materials (cement,steel,bituminous) : lead 162.5km
-
-
-
... More
Loading
35.37
-
110.42
... More
Unloading
35.37
-
100.42
... More
Haulage
5747.6
-
4.2
... More
Carriage of Stone chips & stone dust : Lead 42km
-
-
-
... More
Loading & Unloading
583.55
-
61.02
... More
Haulage
53921.3
-
4.2
... More
Carriage of Stone chips & stone dust :(for premix) Lead 42 km
-
-
-
... More
Loading & Unloading
222.5
-
61.02
... More
Haulage
20563.6
-
4.2
... More
Carriage of Soil from borrow pit : Lead 7.0 km
-
-
-
... More
Loading & Unloading
1246.2
-
61.02
... More
Haulage
15702.9
-
4.2
... More
Protective work
-
-
-
... More
Earthwork in excavation by Mechanical means / manual means in foundation trenches including dressing of sides and ramming of bottom, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.
110.357
-
210.35
... More
(a) Intermediate band of Random Rubble masonry with In cement mortar (1:5) ,(cement) : 5(sand) (b) Providing and Laying Hand Packed wall with clean hard selected stone i/c centering aligning and slopes /curves etc .
591.9939
-
2886.02
... More
Providing and Laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 50% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge.
406.7399
-
3441.42
... More
Providing and laying of boulders apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS: 4826 in 100mm x 100mm mesh ( weaved diagonally including 10 % extra for laps and joints laid with syone boulders weighing less than 40 kgs each
212.926
-
1885.37
... More
Backfilling behind abutment ,wing wall and return wall complete as per drawings with well packed graded filter to a thickness not less than 600mm with small size towards soil and bigger size towards the wall and provided over the entire surface behind abutment ,wing or return wall to the full height as per direction of the Engineer
610
-
487.58
... More
Construction of hill side drain with P.C.C M10 (1:3:6) in accordance with the requirement of specifications true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 1606.1
2198
-
658.85
... More
Carriage of stock materials (25 km radius) Gangtok
-
-
-
... More
Loading & Unloading
299.337
-
184.8
... More
Haulage
7483.42
-
4.2
... More
Carriage of non-stock materials (65 km radius) Gangtok (Sand)
-
-
-
... More
Loading & Unloading
576.02
-
61.02
... More
Haulage
68892.131
-
4.2
... More
Carriage of non-stock materials (65 km radius) Gangtok (Stone)
-
-
-
... More
Loading & Unloading
1504.118
-
110.58
... More
Haulage
208531
-
4.2
... More
1.5 X 1.00 mtrs Rcc Culverts
7
-
423934
... More
T01-Link road from Chandu pul to Chettri Gaon
-
-
-
... More
(4) Boundary Pillar
-
-
-
... More
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
-
-
-
... More
Construction of Subgrade and Earthen Shoulders
-
-
-
... More
Construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lift and leads trasporting to site,spreading grading to required slope and compacted to meet requirement of table300.2 with lead upto 1000 mtr as p
3109.08
-
200.49
... More
Compacting Cut Formation :
-
-
-
... More
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
1554.54
-
36.71
... More
Stabilisation of Sub-Bases and Base
-
-
-
... More
Waterproofing on top compacted ( as per relevant MoRD specification) sub Grade soil base with Organosilane Nanotechnology & nano acrylic co-polymer with water (1000 ppm TDS) in the ratio of 1 kg Organosilane Nanotechnology:1 kg nano acrylic co-polymer :200 liter water spray @ 3 liter /sqm in two spray applications (1.5 liter + 1.5 liter) as per direction of the Engineer-in-charge.
8071.65
-
13.5
... More
Stabilized Sub base / Base: Providing, laying, Spreading and compacting in-situ/borrow area soil /Murrum of CBR 5% mixed with / without 30% of granular Grade-I material. Application: (1) Rip and loosen the soil with tractor operated ripper / rotavator upto depth of 150 mm. Apply 0.75 - 1 kg /cum organosilane Nanotechnology with OMC water (1000 ppm TDS) on loose soil with scarification, (2) Spread cement @ 3% by soil weight in treated & dry soil , (3) 0.75 kg/cum of nano acrylic Co-Polymer with OMC water (1000 ppm TDS) on loose soil-cement with scarification. Grade the soil (4) Spread single layer of 13.2 and down size aggregates on the graded soil surface to form 20-25 mm thick soil-aggregate layer.(5).Compact the soil-aggregate surface with 8 to 10 tonne vibratory power roller to achieve smooth stone embedded layer with the desired density.(6).Waterproofing the top compacted surface with organosilane & nano acrylic Polymer in the ratio of 1 kg organosilane :1 kg nano acrylic Co-Polymer : 200 liter water (1000 ppm TDS) @ 3ltrs/sqm in two spray application (1.5 ltrs. + 1.5 ltrs.).Rates including all materials, labour, hire Charges of machery etc. complete as per MoRD specifications & direction of Engineer-in-Charge. UCS @ 7 days = 4.50
1614.33
-
2305.52
... More
Prime Coat: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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification cl. 502.
7473.75
-
62.34
... More
Tack Coat:Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
7473.75
-
17.53
... More
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.Open graded premix surfacing using cationic bitumen emulsion
7473.75
-
183.85
... More
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510
7473.75
-
61.58
... More
Providing and laying Bituminous wearing course with 20mm thk premix carpetting over tack coat laid on concrete surface of deck slab of bridge/culvert and seal coat Type B over premix carpetting as per drawing including laying the same with proper camber and curing so as to avoid formation of shrinkage cracks in hot weather as per Technical specifications cl. 508, 503, 510 .
146.26
-
337.5285
... More
Carraige of stock materials:(lead=127km)
-
-
-
... More
Consumption of Cement/steel/Bitumen Emulsion :
-
-
-
... More
Loading
32.05
-
110.42
... More
Unloading =
32.05
-
100.12
... More
Haulage =
4070.35
-
4.2
... More
Carraige of non-stock materials:(lead:55)
-
-
-
... More
Consumption of stone chips & stone dust :
-
-
-
... More
Loading & unloading
529.139
-
61.02
... More
Haulage =
64025.82
-
4.2
... More
Carriage of stine chips and stone dust (for premix)(lead 55)
-
-
-
... More
Loading & unloading
201.79
-
61.02
... More
Haulage =
24416.59
-
4.2
... More
Carriage of soil from borrowpit (lead-10km)
-
-
-
... More
Loading & unloading
1130.031
-
61.02
... More
Haulage =
20340.558
-
4.2
... More
Setion B (P/WORK)
-
-
-
... More
Retaining wall & Brest wall :
-
-
-
... More
a)Earthwork in excavation for structures as per drawing including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches
113.6089
-
210.35
... More
(b) Random Rubble masonry with cement mortar ( In cement mortar (1:5) , ( 1 (cement) : 5(sand)) for Brest wall .
527.0287
-
2886.02
... More
Providing and Laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 50% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge.
348.4459
-
3441.42
... More
P/L of boulder apron laid in wire crates with 4mm dia G I wire conforming to IS 280 & diagonally i/c 10% extra for laps & joints laid with with stone boulders weighing not less than 25 kg all complete.
242.5078
-
1885.37
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings with well packed graded filter to a thickness not less than 600 mm with smaller size towards soil and bigger size towards the wall and provided over the entire surface behind abutment , wing or return wall to the full height as per direction of the Engineer (technical specification Clause 1204.3.8).
798.25
-
487.58
... More
Carraige of stock materials(35km)
-
-
-
... More
Loading
101.4974
-
94.24
... More
Unloading =
101.4974
-
94.24
... More
Haulage =
3114.056
-
5.57
... More
Carraige of Sand(Lead:55km)
-
-
-
... More
Loading& unloading
235.8121
-
61.02
... More
Haulage =
23864.1796
-
4.2
... More
Carraige of Stone(Lead:55km)
-
-
-
... More
Loading& unloading
1646.089
-
110.58
... More
Haulage =
190123.2845
-
4.2
... More
Setion C
-
-
-
... More
Construction of Hill Side Drain
-
-
-
... More
Construction of hill side drain in accordance with the requirement of specifications true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 1606.1
1982
-
661.65
... More
P/L hand packed stone soling of specified thickness with clean hard selected stones all complete
222.98
-
560.28
... More
Carraige of stock materials(Lead:35km)
-
-
-
... More
loading
69.37
-
94.24
... More
Unloading =
69.37
-
94.24
... More
Haulage =
2427.95
-
4.2
... More
Carraige of Sand(Lead:55km)
-
-
-
... More
Loading & unloading
133.19
-
61.02
... More
Haulage =
14650.9
-
4.2
... More
Carraige of Stone(Lead:55km)
-
-
-
... More
Loading& unloading
455.91
-
110.58
... More
Haulage =
55165.11
-
4.2
... More
SECTION D:-(CULVERT)
-
-
-
... More
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.
155.616
-
249.76
... More
stone masonary in cement mortar for substructure complete as per drawing & technical specification clauses 702,704,1202,and 1204(1:5)
103.2544
-
3018.41
... More
stone masonary in cement mortar for substructure complete as per drawing & technical specification clauses 702,704,1202,and 1204(1:5)
76.4398
-
3018.41
... More
Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.
2.7
-
806.02
... More
Plain/Reinforced Cement Concrete of grade M-20(1:2:4) in complete as per Drawing and Technical Specifications.
19.8
-
4952.35
... More
Plain/Reinforced Cement Concrete of grade M-20(1:2:4) in complete as per Drawing and Technical Specifications.
2.79
-
4952.35
... More
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
47.6
-
290
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
42.312
-
487.58
... More
Providing tar paper bearing under the deck slab etc complete as per drawing and Technical Specifications
12.6
-
100
... More
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
181.536
-
264.08
... More
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
31.6125
-
6742.8
... More
Filling fondation and plinth with excavated earth well watered and rammed etc complete as per drawing and Technical Specifications
51.872
-
135.28
... More
Carraige of stock materials(Lead:30km)
-
-
-
... More
CEMENT:-
-
-
-
... More
loading
256.2537
-
9.42
... More
Unloading =
256.2537
-
9.42
... More
Haulage =
7687.612
-
0.42
... More
HYSD BAR
-
-
-
... More
loading
59.178
-
10.2
... More
Unloading =
59.178
-
10.2
... More
Haulage =
1775.34
-
0.42
... More
Carraige of STONE CHIPS(Lead:20km)
-
-
-
... More
Loading & unloading
20.331
-
61.02
... More
Haulage =
406.62
-
6.93
... More
Carraige of Sand(Lead:20km)
-
-
-
... More
Loading & unloading
73.0585
-
61.02
... More
Haulage =
1461.1691
-
6.93
... More
Carraige of Stone(Lead:20km)
-
-
-
... More
Loading& unloading
191.5139
-
61.02
... More
Haulage =
3830.2772
-
6.93
... More
SECTION E (ROAD FURNITURES)
-
-
-
... More
Reinforced cement concrete M15 kilometer 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
2
-
2210.11
... More
Ordinary Kilometer Stone (precast/ cast-in-situ)
3
-
1335.58
... More
Reinforced cement concrete M15 kilometer 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
200 M Stone (precast/ cast-in-situ)
9
-
401.82
... 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 25mm x 5m size on back on edges. The lower plate will be we
2
-
6254.77
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
-
-
-
... More
900mm side equilaterial triangle
12
-
1519.55
... More
600mm side equilateral triangle
12
-
1496.1
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
12
-
6008.65
... More
Construction of job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4
2
-
272.43
... More
T08-Andheri to Gakcha
-
-
-
... More
(4) Boundary Pillar
-
-
-
... More
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
-
-
-
... More
Construction of Subgrade and Earthen Shoulders
-
-
-
... More
Construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lift and leads trasporting to site,spreading grading to required slope and compacted to meet requirement of table300.2 with lead upto 1000 mtr as p
3075.12
-
200.49
... More
Construction of granular sub-base by providing local material, spreading in uniform layers, watering, ramming to required template and consolidating with power road roller 80-100 kN capacity to achieve the desired density complete. The thickness of the compacted base to be 150 mm. Work to be done as per direction of Engineer-in-charge .
1297.3163
-
1169.17
... More
Water Bound Macadam Base (Grade-II):Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN static roller in stages to proper grade and camber applying and brooming , stone screening/binding materials to fillup the interstices of coarse aggregate , watering and compacting to the required density Grading II as per Technical Specification clause 405 .By Mannual Means.
734.7375
-
1626.49
... More
Water Bound Macadam Base (Grade-III):Using screening Type BProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN static roller in stages to proper grade and camber applying and brooming , stone screening/binding materials to fillup the interstices of coarse aggregate , watering and compacting to the required density Grading III as per Technical Specification clause 405 .By Mannual Means.
734.7375
-
1686.87
... More
Prime Coat: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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification cl. 502.
9829.5
-
62.34
... More
Tack Coat:Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
9796.5
-
17.53
... More
Close Graded Premix Surfacing/Mixed Seal Surfacing(Mechanical means HMP of appropriate capaity not less then 75 tonnes/hour.Providing ,laying and rolling of close -graded premix surfacin material of 20mm thickness composed of 11.2mm to 0.9mm(Type-a) or 13.2 mm to 0.09 mm(Type-b) aggregates using penetration grade bitumen to the 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 Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade)
9796.5
-
201.46
... More
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510
9796.5
-
61.58
... More
Carraige of stock materials:(lead=140km)
-
-
-
... More
Consumption of Cement/steel/Bitumen Emulsion :
-
-
-
... More
Loading
41.929
-
110.42
... More
Unloading =
41.929
-
100.12
... More
Haulage =
5325
-
4.2
... More
Carraige of non-stock materials:(lead:55)
-
-
-
... More
Consumption of stone chips & stone dust :
-
-
-
... More
Loading & unloading
3982.3354
-
61.02
... More
Haulage =
481862.5834
-
4.2
... More
Carraige of non-stock materials:(lead:55)
-
-
-
... More
Loading & unloading
364.21
-
61.02
... More
Haulage =
42673.554
-
4.2
... More
Setion B
-
-
-
... More
Retaining wall & Brest wall :
-
-
-
... More
a)Earthwork in excavation for structures as per drawing including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches
103.5635
-
210.35
... More
(b) Random Rubble masonry with cement mortar ( In cement mortar (1:5) , ( 1 (cement) : 5(sand)) for Brest wall .
353.0536
-
2886.02
... More
Providing and Laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 50% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge.
653.2426
-
3441.42
... More
P/L of boulder apron laid in wire crates with 4mm dia G I wire conforming to IS 280 & diagonally i/c 10% extra for laps & joints laid with with stone boulders weighing not less than 25 kg all complete.
192.5111
-
1885.37
... More
Providing and laying stone filling in building works with clean hard selected stones, all complete
1525
-
487.58
... More
Carraige of stock materials(35km)
-
-
-
... More
Loading
135.1639
-
94.24
... More
Unloading =
135.16
-
94.24
... More
Haulage =
4730.7351
-
5.57
... More
Carraige of Sand(Lead:55km)
-
-
-
... More
Loading& unloading
251.5892
-
61.02
... More
Haulage =
25460.8236
-
4.2
... More
Carraige of Stone(Lead:55km)
-
-
-
... More
Loading& unloading
1917.2651
-
110.58
... More
Haulage =
221444.1181
-
4.2
... More
Setion C
-
-
-
... More
Construction of Hill Side Drain
-
-
-
... More
Construction of hill side drain in accordance with the requirement of specifications true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 1606.1
2488
-
661.65
... More
P/L hand packed stone soling of specified thickness with clean hard selected stones all complete
279.91
-
560.28
... More
Carraige of stock materials(Lead:35km)
-
-
-
... More
loading
87.08
-
94.24
... More
Unloading =
87.08
-
94.24
... More
Haulage =
4.18
-
3062.5
... More
Carraige of Sand(Lead:40km)
-
-
-
... More
Loading & unloading
167.2
-
61.02
... More
Haulage =
18392
-
4.2
... More
Carraige of Stone(Lead:40km)
-
-
-
... More
Loading& unloading
572.31
-
110.58
... More
Haulage =
69249.51
-
4.2
... More
SECTION D:-(CULVERT)
-
-
-
... More
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.
155.616
-
249.76
... More
stone masonary in cement mortar for substructure complete as per drawing & technical specification clauses 702,704,1202,and 1204(1:5)
103.2544
-
3018.41
... More
stone masonary in cement mortar for substructure complete as per drawing & technical specification clauses 702,704,1202,and 1204(1:5)
76.4398
-
3018.41
... More
Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.
2.7
-
806.02
... More
Plain/Reinforced Cement Concrete of grade M-20(1:2:4) in complete as per Drawing and Technical Specifications.
19.8
-
4952.35
... More
Plain/Reinforced Cement Concrete of grade M-20(1:2:4) in complete as per Drawing and Technical Specifications.
2.79
-
4952.35
... More
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
47.6
-
290
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
42.312
-
487.58
... More
Providing tar paper bearing under the deck slab etc complete as per drawing and Technical Specifications
12.6
-
100
... More
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
181.536
-
264.08
... More
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
31.6125
-
6742.8
... More
Filling fondation and plinth with excavated earth well watered and rammed etc complete as per drawing and Technical Specifications
51.872
-
135.28
... More
Carraige of stock materials(Lead:30km)
-
-
-
... More
CEMENT:-
-
-
-
... More
loading
256.2537
-
9.42
... More
Unloading =
256.2537
-
9.42
... More
Haulage =
7687.612
-
0.42
... More
HYSD BAR
-
-
-
... More
loading
59.178
-
10.2
... More
Unloading =
59.178
-
10.2
... More
Haulage =
1775.34
-
0.42
... More
Carraige of STONE CHIPS(Lead:20km)
-
-
-
... More
Loading & unloading
20.331
-
61.02
... More
Haulage =
406.62
-
6.93
... More
Carraige of Sand(Lead:20km)
-
-
-
... More
Loading & unloading
73.0585
-
61.02
... More
Haulage =
1461.1691
-
6.93
... More
Carraige of Stone(Lead:20km)
-
-
-
... More
Loading& unloading
191.5139
-
61.02
... More
Haulage =
3830.2772
-
6.93
... More
SECTION E (ROAD FURNITURES)
-
-
-
... More
Reinforced cement concrete M15 kilometer 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
3
-
2210.11
... More
Ordinary Kilometer Stone (precast/ cast-in-situ)
3
-
1335.58
... More
Reinforced cement concrete M15 kilometer 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
200 M Stone (precast/ cast-in-situ)
9
-
401.82
... 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 25mm x 5m size on back on edges. The lower plate will be we
2
-
6254.77
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
-
-
-
... More
900mm side equilaterial triangle
12
-
1519.55
... More
600mm side equilateral triangle
12
-
1496.1
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
15
-
6008.65
... More
Construction of job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4
2
-
272.43
... More
MRL23-Pakyong Machong SPWD ROAD Km2 to Pachey via Theeng Dara.
-
-
-
... More
(4) Boundary Pillar
-
-
-
... More
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
50
-
479.84
... More
Construction of Subgrade and Earthen Shoulders
-
-
-
... More
Construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lift and leads trasporting to site,spreading grading to required slope and compacted to meet requirement of table300.2 with lead upto 1000 mtr as p
1299.38
-
200.49
... More
Compacting Cut Formation :
-
-
-
... More
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
1594.69
-
36.71
... More
Construction of granular sub-base by providing local material, spreading in uniform layers, watering, ramming to required template and consolidating with power road roller 80-100 kN capacity to achieve the desired density complete. The thickness of the compacted base to be 150 mm. Work to be done as per direction of Engineer-in-charge .
1328.906
-
1169.17
... More
Water Bound Macadam Base (Grade-II):Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN static roller in stages to proper grade and camber applying and brooming , stone screening/binding materials to fillup the interstices of coarse aggregate , watering and compacting to the required density Grading II as per Technical Specification clause 405 .By Mannual Means.
738.28
-
1626.49
... More
Water Bound Macadam Base (Grade-III):Using screening Type BProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN static roller in stages to proper grade and camber applying and brooming , stone screening/binding materials to fillup the interstices of coarse aggregate , watering and compacting to the required density Grading III as per Technical Specification clause 405 .By Mannual Means.
738.28
-
1686.87
... More
Prime Coat: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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification cl. 502.
9843.75
-
62.34
... More
Tack Coat:Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
9843.75
-
17.53
... More
Close Graded Premix Surfacing/Mixed Seal Surfacing(Mechanical means HMP of appropriate capaity not less then 75 tonnes/hour.Providing ,laying and rolling of close -graded premix surfacin material of 20mm thickness composed of 11.2mm to 0.9mm(Type-a) or 13.2 mm to 0.09 mm(Type-b) aggregates using penetration grade bitumen to the 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 Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade)
9843.75
-
201.46
... More
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510
9843.75
-
61.58
... More
Carraige of stock materials:(lead=140km)
-
-
-
... More
Consumption of Cement/steel/Bitumen Emulsion :
-
-
-
... More
Loading
42.13
-
110.42
... More
Unloading =
42.13
-
100.12
... More
Haulage =
5898.2
-
4.2
... More
Carraige of non-stock materials:(lead:45)
-
-
-
... More
Consumption of stone chips & stone dust :
-
-
-
... More
Loading & unloading
3960.14
-
61.02
... More
Haulage =
392053.95
-
4.2
... More
Carraige of non-stock materials:(lead:60)
-
-
-
... More
Loading & unloading
265.78
-
110.58
... More
Haulage =
35082.96
-
4.2
... More
Setion B
-
-
-
... More
Retaining wall & Brest wall :
-
-
-
... More
a)Earthwork in excavation for structures as per drawing including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches
1241.8265
-
210.35
... More
(b) Random Rubble masonry with cement mortar ( In cement mortar (1:5) , ( 1 (cement) : 5(sand)) for Brest wall .
1352.4538
-
2886.02
... More
c) Handpacked Dry stone wall:
172.075
-
763.5
... More
P/L of boulder apron laid in wire crates with 4mm dia G I wire conforming to IS 280 & diagonally i/c 10% extra for laps & joints laid with with stone boulders weighing not less than 25 kg all complete.
659.1731
-
1885.37
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings with well packed graded filter to a thickness not less than 600 mm with smaller size towards soil and bigger size towards the wall and provided over the entire surface behind abutment , wing or return wall to the full height as per direction of the Engineer (technical specification Clause 1204.3.8).
158.6
-
487.58
... More
Carraige of stock materials(35km)
-
-
-
... More
Loading
138.356
-
94.24
... More
Unloading =
138.356
-
94.24
... More
Haulage =
4842.46
-
4.2
... More
Carraige of Sand(Lead:40km)
-
-
-
... More
Loading& unloading
468.63
-
61.02
... More
Haulage =
37490.4
-
4.2
... More
Carraige of Stone(Lead:40km)
-
-
-
... More
Loading& unloading
2601.28
-
110.58
... More
Haulage =
228912.8
-
4.2
... More
Setion C
-
-
-
... More
Construction of Hill Side Drain
-
-
-
... More
Construction of hill side drain in accordance with the requirement of specifications true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 1606.1
2500
-
661.65
... More
P/L hand packed stone soling of specified thickness with clean hard selected stones all complete
281.25
-
560.28
... More
Carraige of stock materials(Lead:35km)
-
-
-
... More
loading
87.5
-
94.24
... More
Unloading =
87.5
-
94.24
... More
Haulage =
3062.5
-
4.2
... More
Carraige of Sand(Lead:40km)
-
-
-
... More
Loading & unloading
168
-
61.02
... More
Haulage =
15120.24
-
4.2
... More
Carraige of Stone(Lead:40km)
-
-
-
... More
Loading& unloading
575.0625
-
110.58
... More
Haulage =
56931.6667
-
4.2
... 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 25mm x 5m size on back on edges. The lower plate will be we
4
-
11159.88
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
-
-
-
... More
900mm side equilaterial triangle
16
-
6008.65
... More
600mm side equilateral triangle
16
-
3524.49
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