Rural Management And Development Department Tender
View complete overview of Sikkim Rural Management And Development Department Tender
Rural Management And Development Department Tender
Civil And Construction
Eprocure
Opening Date27 Apr 2018
Closing Date7 May 2018
Tender Amount₹ 10,83,37,000
Costs
EMD
₹ 27,08,425Document Cost
Refer DocumentsTender Fee
Refer Documents
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
2018_CESDA_62029_4Bid Award Id
ViewTender No
SK-PhXII(BatchII)Re-Tender Online-02/2018-19Tender Authority
Rural Management And Development Department ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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 100 mm. Work to be done as per direction of Engineer-in-charge .
-
-
-
(i) Using naturally occuring river bed material
2621
3064394
1169.17
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 chamber applying and brooming,stone screening /binding materials to fiil up the interstoces of coarse aggregate, watering and compacting to the required density Grading II as per Technical Specification clause 405. By Mannual Means
1821.5
2962651
1626.49
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 kNstatic roller in stages to proper grade and chamber applying and brooming,stone screening /binding materials to fiil up the interstices of coarse aggregate, watering and compacting to the required density Grading II as per Technical Specification clause 405. By Mannual Means
1821.5
3072633
1686.87
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
24283
1513802
62.34
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.
24283
425680
17.53
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 a suitable 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 .
24283
4330630
178.34
Seal Coat:
Case-II : 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 ,Type B&Type C as per Technical Specification Clause 510
24283
1495347
61.58
Carrige of stock materials:
-
-
-
Lead (km)
91.32
10083
110.42
a 40
91.32
9142
100.12
a 90
8218.8
34518
4.2
Carriage of Sand :
-
-
-
Lead (km)
9196.41
338979
36.86
a 40
9196.41
222185
24.16
a
809284.08
3398993
4.2
Carriage of Stone:
-
-
-
Lead (km)
655.64
24166
36.86
a 130
655.64
15840
24.16
a
187513.04
787554
4.2
PROTECTIVE WORK
-
-
-
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).
-
-
-
SOIL
1239.02
260627
210.35
ORDINARY ROCK
826.01
217183
262.93
Retaining wall /Breast wall
-
-
-
(a) Random Rubble masonry with cement mortar ( In cement mortar (1:5) , ( 1 (cement) : 5(sand)) for retaining wall .
3462
9991401
2886.02
Providing & laying parapet of standard size on 1:2:4 mix plum cement concrete and plastering with cement mortar of 12mm thick all complete.(60cm height, 45cm top and 60cm bottom)
210
309737
1474.94
Providing and Laying Plain cement concrete in 1:2:4 mix including curing,compacting etc all complete.
-
-
-
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mmx 100 mm mesh (woven diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specification Clause 1301.
696.81
1313757
1885.38
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).
1077.59
525411
487.58
Slip clearance in mixed soil and throwing of spoils to lead of 30 m and lift of 1.50 m complete. Payment shall be done after actual measurement and as per the approved rate.
6.45
322500
50000
Carriage of Stock Materials :
-
-
-
Lead (km)
668.28
62978
94.24
a90
668.28
62978
94.24
a
60145.61
252611
4.2
Carriage of Sand :
-
-
-
Lead (km)
1318
48581
36.86
a 40
1318
31842
24.16
a
97004
407416
4.2
Carriage of Stone :
-
-
-
Lead (km)
5610.85
413631
73.72
a 30
5610.85
206815
36.86
a
370315.9
1555326
4.2
Construction of Hill Side Drain
-
-
-
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
6427.5
4252755
661.65
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 but excluding carriage and consolidation using:
723.09
405134
560.28
Provision for hume pipe culvert of 1.00m diameter . Analysis attached.
10
1176890
117689
Carriage of Stock Materials :
-
-
-
Lead (km)
224.96
21200
94.24
a 90
-
-
-
a
224.96
21200
94.24
a
20246.4
85034
4.2
Carriage of Sand :
-
-
-
Lead (km)
430.64
15873
36.86
a 40
430.64
10404
24.16
a
27560.9
115755
4.2
Carriage of Stone :
-
-
-
Lead (km)
1554.65
114608
73.72
a 40
1554.65
57304
36.86
a
136809.2
574598
4.2
ROAD FURNITURE
-
-
-
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
8
10684
1335.58
Ordinary Kilometer Stone (precast/ cast-in-situ)
-
-
-
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
-
-
-
200 M Stone (precast/ cast-in-situ)
30
12054
401.82
Providing and fixing 'Logo' of PMGSY project
-
-
-
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
-
-
-
a
2
12509
6254.77
1) 900 mm side octagon
8
12156
1519.55
i) 600 mm equilateral triangle
16
23937
1496.1
Construction of job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4
-
-
-
a
2
544
272.43
L095-PWD ROAD TO Rong Bul
-
-
-
Construction of Earthen Shoulders
-
-
-
Construction of earthen shoulders by scarifying the top surface upto a depth of 150 mm and again compacting the same with three wheel static roller after sprinkling sufficient amount of water to have proper degree of compaction as per direction of Engineer to achieve the required grading , slope as per Technical Specification Clause 303.1 .
796.5
159690
200.49
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 100 mm. Work to be done as per direction of Engineer-in-charge .
1802.8
2107779
1169.17
(i) Using naturally occuring river bed material
-
-
-
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.
1253.1
2038154
1626.49
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.
1253.1
2113816
1686.87
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.
16702
1041202
62.34
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.
16702
292786
17.53
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 a suitable 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 .
16702
2978634
178.34
Seal Coat:
Case-II : 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 ,Type B&Type C as per Technical Specification Clause 510
16702
1028509
61.58
Carrige of stock materials:
-
-
-
Lead (km)
62.81
6935
110.42
a90
62.81
6288
100.12
a
5652.99
23742
4.2
Carriage of Sand :
-
-
-
Lead (km)
6326.22
233184
36.86
a30
6326.22
152841
24.16
a
417530.52
1753628
4.2
Carriage of Stone :
-
-
-
Lead (km)
450.95
16622
36.86
a130
450.95
10894
24.16
a
128971.7
541681
4.2
PROTECTIVE WORK
-
-
-
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).
-
-
-
SOIL 60 %
1067.78
224607
210.35
ORDINARY ROCK 40 %
711.83
187160
262.93
Retaining wall /Breast wall
-
-
-
(a) Random Rubble masonry with cement mortar ( In cement mortar (1:5) , ( 1 (cement) : 5(sand)) for retaining wall .
2518.35
7268008
2886.02
Providing & laying parapet of standard size on 1:2:4 mix plum cement concrete and plastering with cement mortar of 12mm thick all complete.(60cm height, 45cm top and 60cm bottom)
130
191742
1474.94
Providing and Laying Plain cement concrete in 1:2:4 mix including curing,compacting etc all complete.
-
-
-
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mmx 100 mm mesh (woven diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specification Clause 1301.
-
-
-
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).
1245.94
607494
487.58
Slip clearance in mixed soil and throwing of spoils to lead of 30 m and lift of 1.50 m complete. Payment shall be done after actual measurement and as per the approved rate.
4.43
221250
50000
Carriage of Stock Materials :
-
-
-
Lead (km)
298.69
28148
94.24
a90
298.69
28148
94.24
a
26882.1
112904
4.2
Carriage of Sand :
-
-
-
Lead (km)
998
36786
36.86
a30
998
24111
24.16
a
55089.6
231376
4.2
Carriage of Stone :
-
-
-
Lead (km)
4062.56
299492
73.72
a30
4062.56
149746
36.86
a
268129.2
1126142
4.2
Construction of Hill Side Drain
-
-
-
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
4425
2927801
661.65
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 but excluding carriage and consolidation using:
497.81
278912
560.28
Provision for hume pipe culvert of 1.00m diameter . Analysis attached.
10
1176890
117689
Carriage of Stock Materials :
-
-
-
Lead (km)
154.88
14595
94.24
a90
154.88
14595
94.24
a
13939.2
58544
4.2
Carriage of Sand :
-
-
-
Lead (km)
296.48
10928
36.86
a30
296.48
7162
24.16
aaaaa
14231.04
59770
4.2
Carriage of Stone :
-
-
-
Lead (km)
1070.3
78902
73.72
a30
1070.3
39451
36.86
aa
70639.8
296687
4.2
ROAD FURNITURE
-
-
-
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
6
8013
1335.58
Ordinary Kilometer Stone (precast/ cast-in-situ)
-
-
-
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
-
-
-
200 M Stone (precast/ cast-in-situ)
30
12054
401.82
Providing and fixing 'Logo' of PMGSY project
-
-
-
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
-
-
-
aa
2
12509
6254.77
1) 900 mm side octagon
8
12156
1519.55
i) 600 mm equilateral triangle
8
11968
1496.1
Construction of job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4
2
544
272.43
L083-Melli Jorethang Road to L Ramabong
-
-
-
Construction of Subgrade and Earthen Shoulders:
-
-
-
Construction of Subgrade and Earthen Shoulders with
-
-
-
approved materials obtained from borrow pits with all
-
-
-
lifts and leads, transporting to site spreading,grading to
-
-
-
required slope and compacted to meet requirement of
-
-
-
table 300.2 with lead upto 1000m as per Technical
-
-
-
specification clause 303.1
1566.6
314087
200.49
Loosening , levelling and compacting the cut formation to facilitate placement of granular sub-base course , scarified to a depth of 150 mm, mixed with water at OMC and compacting by rolling so as to achieve minimum dry density as given in Table no. 300
4531.95
119144
26.29
Construction of granular sub-base by providing local
-
-
-
materials, spreading in uniform layers, watering raming
-
-
-
to required templete and consolidating with power road
-
-
-
roller 80-100 kn capacity to achieve the desired density
-
-
-
complete.The thickness of the compacted base to be
-
-
-
150mm Work to be done as per direction of Engineer
-
-
-
in Charge(Using Naturally ocurring River Bed Materials.
3075
3595197
1169.17
Water Bound Macadam Base (Grade-II)
-
-
-
Providing laying, spreading & compacting stone aggre-
-
-
-
gates of specific sizes to water bound madadam speci-
-
-
-
fication i/c spreading in uniform thickness, hand pack
-
-
-
rolling with smooth wheel roller 80-100 kN static roller
-
-
-
in stages to proper grade and camber applying & bro-
-
-
-
mming, water & compacting to the required density
-
-
-
Grading II as per Technical Specification Clause 405
2138.5
3478248
1626.49
Water Bound Macadam Base (Grade III)
-
-
-
Providing laying, spreading & compacting stone aggre-
-
-
-
gates of specific sizes to water bound madadam speci-
-
-
-
fication i/c spreading in uniform thickness, hand pack
-
-
-
rolling with smooth wheel roller 80-100 kN static roller
-
-
-
in stages to proper grade and camber applying & bro-
-
-
-
mming, water & compacting to the required density
-
-
-
Grading II as per Technical Specification Clause 405
2138.5
3607371
1686.87
Prime Coat :
-
-
-
Providing & applying primer coat with Bitumen emulsion
-
-
-
(SS-1) on prepared surface of granular base i/c clean
-
-
-
of road surface and spraying primer at the rate of 0.90-
-
-
-
1.2kg/sqm using mechnical means as per Technical
-
-
-
Specification clause 502.
28515
1777625
62.34
Tack Coat:
-
-
-
Pro. & applying tack coat with Bitumen emulsion(RS-1)
-
-
-
using emulsion distributor at the rate of 0.25 to 0.30km
-
-
-
per sqm on the prepared granular clause 503.
28515
499867
17.53
20mm thick open graded premix carpet usingBituminous
-
-
-
Binder ;
-
-
-
Case I : By Mannual Means
-
-
-
1. Bituemen (S-90)
-
-
-
Providing & Laying & rolling of open graded premix
-
-
-
carpet of 20mm thickness composed 13.2mm to 5.6mm
-
-
-
aggregates either using penetration grade bitumen or
-
-
-
emulsion to required lines laying & rolling with a three
-
-
-
wheel 80 to 100kN static roller capacity finished to
-
-
-
required seal coat of type B as per Tech. Clause 508
28515
5085365
178.34
Seat Coat:
-
-
-
Case : I Type B
-
-
-
(1) Bitumen (S-90)
-
-
-
Providing & laying seal coat sealing the voids in a
-
-
-
bituminous surface laid to the specified level, grade &
-
-
-
cross falling using Type A as per tech. Clause 510
28515
1755953
61.58
Carriage of Stock Materials : (Lead 95Km)
-
-
-
Consumption of Cement/Steel/Bitumen/Emulsion
-
-
-
Loading
107.22
11839
110.42
Unloading
107.22
10734
100.12
Haulage
10185.52
42779
4.2
Carriage of stone boulder and stone dust(Lead 30Km)
-
-
-
Consumption of Stone Chips & Dust
-
-
-
Loading
10536.9
388390
36.86
Unloading
10536.9
254571
24.16
Haulage
695435.4
2920828
4.2
Carriage of stonechips(Lead 30Km)
-
-
-
Consumption of Stone Chips & Dust
-
-
-
Loading
1026.55
37838
36.86
Unloading
1026.55
24801
24.16
Haulage
67752.3
284559
4.2
Section B
-
-
-
Earthwork in excavation for structures as per drawing
-
-
-
i/c setting out, const. of shoring & bracing, removal of
-
-
-
stumps & other deleterious materials & disposal upto
-
-
-
lead of 50m necessary arrangement for dewatering shall
-
-
-
be kept if required clause 305.1)
-
-
-
Soil
2422
509467
210.35
Ordinary Rock
1615
424631
262.93
Retaining wall and Brest Wall:
-
-
-
Intermediate band of Random Rubble masonary with
-
-
-
cement mortar (1:5),1(cement):5(sand)
4652.87
13428275
2886.02
Providing and Laying Plain cement concrete in 1:2:4 mix including curing,compacting etc all complete.
614.51
3043391
4952.55
Providing & laying of boulder apron laid in wire crates
-
-
-
with 4mm dia GI wire conforming to IS:280 & IS:4826 in
-
-
-
100mm x 100mm mesh i/c 10% extra for laps & joints
-
-
-
laid with hard durable regular in shape stone boulders
-
-
-
weighing not less than 25kg each Clause 1301
435.96
821945
1885.37
Backfilling behind abutment, wing wall & return wall com-
-
-
-
plete as per drawing with well packed graded filter to a
-
-
-
thickness not less than 600mm with smaller size soil &
-
-
-
bigger size towards the wall & provided over the entire
-
-
-
surface, wing or return wall to the full height as per
-
-
-
Clause 1204.3.8)
-
-
-
Slip Clearance in mixed soil & throwing of spoils to lead
-
-
-
of 30m & lift 1.50m complete.
23540
749984
31.86
Carriage of Stock materials : (Lead 30Km)
-
-
-
Consumption of Cement/Steel/Bitumen/Emulsion
-
-
-
Loading
669.16
63061
94.24
Unloading
669.16
63061
94.24
Haulage
20074.87
84314
4.2
Carriage of Non-Stock materials(Lead 30Km)
-
-
-
Consumption of Sand
-
-
-
Loading
1757
64763
36.86
Unloading
1757
42449
24.16
Haulage
84336
354211
4.2
Carriage of Non-Stock materials(Lead 30Km)
-
-
-
Consumption of Stones
-
-
-
Loading
6305.57
464846
73.72
Unloading
6305.57
232423
36.86
Haulage
416167.36
1747902
4.2
Section C
-
-
-
Construction of Hill Side Drain
-
-
-
Const. of hill side drain with PCCM 10(1:3:6) in accor
-
-
-
dance with the requirement of specification true to line
-
-
-
and grades. Clause 1606.1
7460
4935909
661.65
Providing & laying hand packed stone soling of thickness
-
-
-
with clean hard stones i/c hammer dressing of stone for
-
-
-
laying as per required level and camber
839.25
470214
560.28
Carriage of Stock materials : (Lead 30 Km)
-
-
-
Consumption of Cement
-
-
-
Loading
185.46
17477
94.24
Unloading
185.46
17477
94.24
Haulage
5563.68
23367
4.2
Carriage of Non-Stock materials(Lead 30Km)
-
-
-
Consumption of Sand
-
-
-
Loading
396.2
14603
36.86
Unloading
396.2
9572
24.16
Haulage
19017.6
79873
4.2
Carriage of Non-Stock materials(Lead 30Km)
-
-
-
Consumption of Stones
-
-
-
Loading
1387.38
102277
73.72
Unloading
1387.38
51138
36.86
Haulage
91567.08
384581
4.2
Section D(Road Furniture)
-
-
-
Providing & fixing of typical PMGSY informatory sign
-
-
-
board with Logo as per MORD specification & drawing
-
-
-
Three MS plates of 1.6 mm thick top & middle plate
-
-
-
duly welded with MS flat iron 25mmx5mm size on back
-
-
-
& edges. The lower plate will be welded with MS angle
-
-
-
iron frame of 25mmx25mmx5mm.The angle iron frame of
-
-
-
the lower most plate& flat frame of middle plate will be
-
-
-
welded to 2 nos. 75mmx75mm of 12SWG sheet tube
-
-
-
duly embedded in c.c. m 15 graded blocks of 450mm
-
-
-
600mm,600mm below ground level. The top most diamnd
-
-
-
plate will be welded to middle plate by 47mmx47mm of
-
-
-
12 SWG steel plate tube.All MS will be stove enameled
-
-
-
on both sides. Lettering & printing arrows border etc will
-
-
-
be painted . All section of framed posts and steel tube
-
-
-
will be painted with primer & two coats of epoxy paint as
-
-
-
per drawing Clause 1701 & Annexure 1700.1
2
22319
11159.88
Providing & fixing of retro-reflectorised cautionary, man-
-
-
-
datory & infomatory sign as per IRC:67 made of encap-
-
-
-
sulated lens type reflective sheeting vide clause 1701.2.3
-
-
-
fixed over aluminium sheeting 1.5mm thick surpported
-
-
-
on a mild steel angle iron post 75mmx75mmx6mm fix
-
-
-
to the gound by means of properly designed foundation
-
-
-
with M15 grade c.c. 450mmx450mmx600mm,600mm
-
-
-
below ground level as per drawing Clause 801
-
-
-
600mm equilateral triangle
28
98685
3524.49
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