Rural Works Department Tender
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Costs
EMD
₹ 22,64,395Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RWD_136484_1Bid Award Id
ViewTender No
MMGSUY/24-25 Ara/01Tender Authority
Rural Works Department ViewPurchaser Address
-
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
... More
Construction of Subgrade and Earthen Shoulders
Construction of subgrade and earthen shoulders with approved material )obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (having CBR not less than 5%)
6693.76
1633210
243.99
... More
Scarifying Existing Bituminous Surface Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
2232.6
42531
19.05
... 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 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.
(i) Cement concrete
1.8
1166
647.96
... More
(ii) Dismantling Brick / Tile work/Stone Masonary
51.99
15690
301.8
... More
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
(i) Upto 600 mm Dia Hume Pipe
15
3744
249.62
... More
Granular Sub-base with Coarse Graded Material (Table 400.1)
Construction of granular sub-base by providing Coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
2090.22
4829704
2310.62
... More
3) WBM Grading 3 With Stone Screening
Providing, laying, spreading and compacting mechanically crushed 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 in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
1732.42
7897877
4558.87
... 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
20442.99
1011110
49.46
... 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.
33727.69
578767
17.16
... More
Tack Coat
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
33727.69
484666
14.37
... More
Bituminous Mecadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
1686.39
16370833
9707.62
... More
Semi-Dense Bituminous Concrete With Waste Plastic
Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.
843.19
10037207
11903.85
... More
Dry Lean Cement Concrete Sub-base
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8- 10 tonnes vibratory roller, finishing and curing.
20.81
78961
3794.41
... More
Panel Concrete Pavement
Construction of Panel concrete ,plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Caluse 1501.2.2 M 30(Grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capasity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including provision of contraction and expansion ,construction joints, applying debonding strips ,primer ,sealant ,dowel bars, near approaches to bridge/ culvert and construction joints, admixture as approved ,curing of concrete slabs for 14 days. Curing compound (where specified) and water finishing to lines and grade as per drawing and Technical specification Clause 1501. PCC Grade M-30 EachPanel (0.50X0.50) thickness 125 mm
518.42
3780474
7292.3
... More
Kilometre Stone
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)
2
8816
4408.18
... More
(ii) Ordinary Kilometer Stone (Precast)
9
23357
2595.26
... More
(iii) 200 m stone (precast)
40
29660
741.51
... More
Retro-Reflectorised Traffic Signs: 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
(i) 60 cm equilateral triangle
26
104429
4016.5
... More
(ii) 60 cm circular
30
117931
3931.05
... More
(iii) 600 mm x 450 mm rectangular
30
113886
3796.22
... More
(iv) 900 mm side octagon, OR
2
15931
7965.6
... More
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface & Concrete Surface.
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, 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.
1781
1427738
801.65
... More
(i) Road Marking on CC surface
219
199857
912.59
... More
Providing and fixing of typical MMGSY 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
Citizen Information Board
Maintenance Board
3
30056
10018.67
... More
Guard stones/boundary stones/gaurdrails
Guard stones/boundary stones/gaurdrails Painting,guard stones,boundary stones and guardrail
112
73405
655.41
... More
Planting of tree & there maintainance for one Year
Planting of tree by the road side (Avenue Tree) in 0.6 m dia holes, 1 m deep dug in the Ground, Mixing the soil with decayed farm yard/ slug manure, planting the saplings back filling the trench, watering, fixing the tree guard & maintain the Plant for One Year.
445
541667
1217.23
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 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.
196.95
75750
384.62
... More
Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
14.58
85332
5852.69
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-20 Grade
33.4
216561
6483.88
... More
Providing concrete for plain/reinforced concrete M-20 in coping over protection wall complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 20
56.68
383136
6759.64
... More
Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , 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 face complete as per drawing and technical specification
36
4698
130.52
... More
Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications
141.12
25117
177.99
... More
Brick Masonary in C.M.(1:3) in parapet
Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4
2.88
16432
5705.89
... More
Painting Two Coats on New Concrete Surfaces
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
193.73
25212
130.14
... More
Bedding for Pipe
Type B ( First Class) Bedding
Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (i)
14.69
7882
536.62
... More
Providing and laying RCC pipe NP-3 for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106
(i) 600 MM Ø)
15
44578
2971.87
... More
Providing and laying reinforced cement concrete pipe NP3 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.
(i)300 mm dia
97.5
73558
754.45
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5, (II) R.C.C M 25 (Design mix)
4.38
32026
7311.97
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 RCC M-25 Grade
11.55
81270
7036.39
... More
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
0.38
26796
70516.08
... More
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
1.3
91936
70720.15
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8, (II) Sandy material
34.29
53179
1550.87
... More
Providing and 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 and bigger size towards the wall and 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
19.82
71479
3606.45
... More
Drainage spouts complete as per drawing and technical specifications Clause 1209
4
5288
1322.17
... More
LABOUR CESS @ 1 % OF TOTAL COST
1
513461
513461.78
... More
Seignairage Fee @ 10 % OF TOTAL COST
1
714779
714779.85
... More
GST @ 18% OF TOTAL COST
1
9463395
9463395.6
... More
Maintenance For 1st Year
1
575707
575707
... More
For 2nd Year
1
1174973
1174973
... More
For 3rd Year
1
2906566
2906566
... More
For 4th Year
1
1040252
1040252
... More
For 5th Year
1
1202478
1202478
... More
LABOUR CESS @ 1 % OF TOTAL COST
1
68999
68999.76
... More
Seignairage Fee @ 10 % OF TOTAL COST
1
25919
25919.25
... More
GST @ 18% OF TOTAL COST
1
1259081
1259081.1
... More
Name of Work: REPAIR OF ROAD FROM SALEMPUR PWD ROAD PADMINIYA TO SARAIYA PWD ROAD(GAJIYAPUR ROAD) VIA JOKHARI, SINHA, BLOCK - BARHARA, LENGTH - 6.500KM
Setting Out Pillars Providing & Fixing of Working benchmark Pillars 2 nos. per km & 6 Nos. of reference pillars required for 1 Km. as per drawings given and direction of E/I
6.5
91142
14021.99
... More
Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I
1.95
142137
72891
... More
Construction of Subgrade and Earthen Shoulders
Construction of subgrade and earthen shoulders with approved material )obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (having CBR not less than 5%)
4142.25
1010667
243.99
... More
Granular Sub-base with Coarse Graded Material (Table 400.1)
Construction of granular sub-base by providing Coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
333.95
835930
2503.16
... More
3) WBM Grading 3 With Stone Screening
Providing, laying, spreading and compacting mechanically crushed 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 in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
533.58
2637939
4943.85
... 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
7114.41
352732
49.58
... 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.
22141.73
380837
17.2
... More
Tack Coat
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
22141.73
318840
14.4
... More
Bituminous Mecadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
1107.09
11159013
10079.59
... More
Semi-Dense Bituminous Concrete With Waste Plastic
Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.
553.54
6800249
12285.02
... More
Dry Lean Cement Concrete Sub-base
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8- 10 tonnes vibratory roller, finishing and curing.
24.53
100971
4116.23
... More
Panel Concrete Pavement
Construction of Panel concrete ,plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Caluse 1501.2.2 M 30(Grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capasity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including provision of contraction and expansion ,construction joints, applying debonding strips ,primer ,sealant ,dowel bars, near approaches to bridge/ culvert and construction joints, admixture as approved ,curing of concrete slabs for 14 days. Curing compound (where specified) and water finishing to lines and grade as per drawing and Technical specification Clause 1501. PCC Grade M-30 EachPanel (0.50X0.50) thickness 125 mm
309.63
2357792
7614.87
... More
Excavation for Structure as per drawing and technical specifications Clause 305.1 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.
187
71923
384.62
... More
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
PCC GRADE M10
34
219976
6469.9
... More
Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, II. P.C.C grade M 15(Nominal mix (1:2.5:5)
229.5
1412526
6154.8
... More
Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe 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
112
14618
130.52
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8, (II) Sandy material
139.5
250341
1794.56
... More
Excavation for Structure as per drawing and technical specifications Clause 305.1 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.
110.25
42404
384.62
... More
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
PCC GRADE M10
15.75
101900
6469.9
... More
Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, II. P.C.C grade M 15(Nominal mix (1:2.5:5)
97.5
600093
6154.8
... More
Providing and laying pitching on slopes with stone/ Boulder laid over prepared filter media as per drawing and technical specifications Clause 1302
I. Stone/Boulder
51.75
230104
4446.46
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
51.75
203019
3923.08
... More
Kilometre Stone
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
4526
4526.5
... More
(ii) Ordinary Kilometer Stone (Precast)
7
18736
2676.61
... More
(iii) 200 m stone (precast)
26
19655
755.98
... More
Retro-Reflectorised Traffic Signs: 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
(i) 60 cm equilateral triangle
18
72982
4054.56
... More
(ii) 60 cm circular
18
71444
3969.12
... More
(iii) 600 mm x 450 mm rectangular
18
69017
3834.28
... More
(iv) 900 mm side octagon, OR
2
16007
8003.67
... More
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface & Concrete Surface.
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, 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.
1169.2
937289
801.65
... More
(i) Road Marking on CC surface
130.8
119366
912.59
... More
Providing and fixing of typical MMGSY 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
Citizen Information Board
Maintenance Board
3
30284
10094.8
... More
Guard stones/boundary stones/gaurdrails
Guard stones/boundary stones/gaurdrails Painting,guard stones,boundary stones and guardrail
88
58258
662.03
... More
Planting of tree & there maintainance for one Year
Planting of tree by the road side (Avenue Tree) in 0.6 m dia holes, 1 m deep dug in the Ground, Mixing the soil with decayed farm yard/ slug manure, planting the saplings back filling the trench, watering, fixing the tree guard & maintain the Plant for One Year.
292
355431
1217.23
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 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.
32.4
12461
384.62
... More
Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications
40.32
7383
183.11
... More
Brick Masonary in C.M.(1:3) in parapet
Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4
5.76
32865
5705.89
... More
Painting Two Coats on New Concrete Surfaces
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
40.32
5247
130.14
... More
Bedding for Pipe
Type B ( First Class) Bedding
Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (i)
10.17
5457
536.62
... More
Providing and laying reinforced cement concrete pipe NP3 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.
(C)300 mm dia
67.5
52542
778.41
... More
LABOUR CESS @ 1 % OF TOTAL COST
1
312241
312241.4
... More
Seignairage Fee @ 10 % OF TOTAL COST
1
350862
350862.87
... More
GST @ 18% OF TOTAL COST
1
5739703
5739703.92
... More
Maintenance For 1st Year
1
358333
358333
... More
For 2nd Year
1
752340
752340
... More
For 3rd Year
1
1879024
1879024
... More
For 4th Year
1
666889
666889
... More
For 5th Year
1
774459
774459
... More
LABOUR CESS @ 1 % OF TOTAL COST
1
44310
44310.45
... More
Seignairage Fee @ 10 % OF TOTAL COST
1
16887
16887.34
... More
GST @ 18% OF TOTAL COST
1
808603
808603.56
Evaluation Notes How It Works ?
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