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Tender ID
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹2.2 Cr
EMD Value
₹4.4 L
Closing Date
7 Dec 2026, 12:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
R. Venkateswarlu
Regional Officer, National Highways Authority of India, Coworking Studio, 4th Floor, D-13 Patliputra Industrial Area, Patna - 800013
Short Term Maintenance Contract (STMC) of NH-327E existing from Km 136.440 (JBC Canal, Araria) to Km 204.000 (Parsarma, Supaul) in the State of Bihar.
2026_NHAI_297247_1
NIT No- 354/RO-PATNA/NHAI/2026-27
Open Tender
Civil Works
Item Rate
180 days
NHAI, RO - Patna
Please refer tender documents
8 documents required · 8 mandatory
₹10,000
NHAI, RO - Patna
₹4.4 L
7 Nov 2026
7 Nov 2026
8 Dec 2026
7 Nov 2026
7 Dec 2026
7 Nov 2026
Light At Built up sections of Purnea-Dalkhola Section of NH-31
Sl No Ch Side Length No Of Pole (@ 30 Mtr C/C of 10 Mtr Ht) Remark
A C D D E F=ROUND((G/30)+1,0)
Additional : High Embankment
Installation of Light At Bridges of Purnea-Dalkhola Section of NH-31
Sl No Type Ch Side Structure Length Approach Length Total Length No Of Pole (@ 9 Mtr C/C of 5 Mtr Ht) Remark
A B C D E F G=(E+F) H=ROUND((G/9)+1,0)
1 Minor Bridge 411.367 LHS 13 7 20 3
2 Minor Bridge 411.367 RHS 13 7 20 3
3 Minor Bridge 412.492 LHS 26 7 33 5
4 Minor Bridge 412.492 RHS 26 7 33 5
5 Minor Bridge 412.740 LHS 26 7 33 5
6 Minor Bridge 412.740 RHS 26 7 33 5
7 Minor Bridge 415.254 LHS 10 7 17 3
8 Minor Bridge 415.254 RHS 10 7 17 3
9 Major Bridge 416.070 LHS 72 7 79 10
10 Major Bridge 416.070 RHS 72 7 79 10
11 Minor Bridge 418.564 LHS 50.3 7 57.3 7
12 Minor Bridge 418.564 RHS 50.3 7 57.3 7
13 Minor Bridge 419.996 LHS 22 7 29 4
14 Minor Bridge 419.996 RHS 24 7 31 4
15 Minor Bridge 421.205 LHS 59.51 7 66.51 8
16 Minor Bridge 421.205 RHS 59.51 7 66.51 8
17 Major Bridge 423.798 LHS 70 7 77 10
18 Major Bridge 423.798 RHS 70 7 77 10
19 Major Bridge 426.673 LHS 70 7 77 10
20 Major Bridge 426.673 RHS 70 7 77 10
21 Major Bridge 428.556 LHS 100 7 107 13
22 Major Bridge 428.556 RHS 100 7 107 13
23 Major Bridge 429.242 LHS 185 7 192 22
24 Major Bridge 429.242 RHS 185 7 192 22
25 Major Bridge 430.679 LHS 70 7 77 10
26 Major Bridge 430.679 RHS 70 7 77 10
27 Major Bridge 432.374 LHS 105 7 112 13
28 Major Bridge 432.374 RHS 105 7 112 13
29 Minor Bridge 433.259 LHS 41 7 48 6
30 Minor Bridge 433.259 RHS 35 7 42 6
31 Minor Bridge 433.862 LHS 34.5 7 41.5 6
32 Minor Bridge 433.862 RHS 34.5 7 41.5 6
33 Minor Bridge 435.235 LHS 24 7 31 4
34 Minor Bridge 435.235 RHS 24 7 31 4
35 Minor Bridge 436.487 LHS 34 7 41 6
36 Minor Bridge 436.487 RHS 54 7 61 8
37 Major Bridge 439.454 LHS 640 7 647 73
38 Major Bridge 437.069 LHS 108 7 115 14
39 Major Bridge 437.069 RHS 108 7 115 14
40 Major Bridge 439.454 LHS 640 7 647 73
41 Major Bridge 439.454 RHS 640 7 647 73
44 Minor Bridge 445.156 RHS 19.6 7 26.6 4
45 Minor Bridge 445.753 LHS 27.8 7 34.8 5
46 Minor Bridge 445.753 RHS 26 7 33 5
Total No of Pole Including Solar Light 667
Type of Structure :
Plinth beam size LENGTH(mm ) WIDTH (mm) Length of plinth beam Concrete For One Column (CUM) No of Column (no) Total Conc CUM) HYSD For One Column (kg) Total HYSD (kg/CUM)
column to column dist 2546
Nos of column 6
Sl.No. Bar Mark LENGTH ( MM ) Diameter of Bar Spacing M1 M2 Overlap No of sets No of Bar per Set Cutting Length of Bar Total Length Unit Weight Total Weight TB1 Total Weight TB2 Total
mm mm mm mm mm m Kg/m Kg
Short Term Maintenance Contract (STMC) of NH-327E existing from Km 136.440 (JBC Canal, Araria) to Km 204.000 (Parsarma, Supaul) in the State of Bihar. NIT No- 354/RO-PATNA/NHAI/2026-27
BOQ. Item No. Description of Item Qty. Unit RATE AMOUNT
1 2.02 Clearing Grass and Removal of Rubish Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area, Post & Pre Monsoon (Annexture I) 37.96 Hect. 27,971.30 1,061,790.55
2 2.05 II A Dismantling of flexible pavements and disposal of dismantled materials upto a leadof 1000 metres, stacking serviceable and unserviceable materials separately Box Cutting of BT Surface. Taking 50% Area of (Annexture I)
a By Mechanical Means Bituminous Courses 201.47 cum
b By Mechanical Means Dense Bituminous Courses #REF! cum
3 10.01 Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes. Considering both Pre & Post Monsoon 712.80 m3 #REF!
2 10.02 Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. Taking 20% Area of Shoulder, Considering both Pre & Post Monsoon (QTY. VIDE Annexture I) 25304.00 m2 105.40 2,667,041.60
3 10.03 Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor. Taking 30% Area of Shoulder, (QTY. VIDE Annexture I) 2130.00 m2 37.00 78,810.00
6 5.02 i Providing and applying Tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.(QTY. VIDE Annexture I) #REF! m2 #REF! #REF!
4 10.04 Filling Pot-holes and Patch Repairs with open-Graded Premix surfacing, 20mm. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 25183.50 m2 291.60 7,343,508.60
7 5.04B Providing and laying dense graded bituminous macadam 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 @ 4.0 to 4.5 per cent by weight of total 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. 507 complete in all respects. Taking 2% of BT Surface Area, Considering both Pre & Post Monsoon (QTY. VIDE Annexture I) #REF! m3 #REF! #REF!
5 5.05B Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 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. 509 complete in all respects. Taking 5% of BT Surface Area for Pot holes & patch repair, 5% for Rutting/ Depression, 10% for Stripping/ Ravelling. Considering both Pre & Post Monsoon (QTY. VIDE Annexture I) 402.94 m3 19,189.00 7,732,015.66
9 8.13 Providing & 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 bead as per IRC:35.The finished surface to be level, uniform and free from streaks & holes.
Edge Marking 2 #REF! 0.15 #REF!
Center Marking 1 #REF! 0.15 #REF!
Total:- #REF! #REF! M2 #REF! 0.00
10 8.13 Providing & 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. Zebra Crossing BM 02
11 8.35(b) Reflective Raised Pavement Marker with Shank (Cat Eye/Road Stud), Providing and fixing of road stud 100x 100 mm, die-cast moulded from ASA (Acrylic strene acrylonitrite)High impact poly styrene or ABS body resistent to minimum support a load of 13635 Kg and Fitted with micro prismatic lence Reflecter installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per MORTH Letter NO. RW/NH/33023/10/97-DO-III dt. 11-06 97
Qty. vide Annexture IV Total #REF! Nos. #REF! 0.00
12 8.15(a) Road Delineators (Supplying and installation of MS delineators (Road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings. MS Delineator made of Mild steel with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron for protection against corrosion. The surface should be concealed.
Qty. vide Annexture IV Total #REF! Nos. #REF! 0.00
6 8.08 Painting Two Coats on Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) Railing/ Parapet of Hume Pipe Culvert/ Box Cell Culvert/ Bridges
As Per Annexture 2 and Annexture 3 Total 4891.964 sqm 104.50 511,210.00
7 8.08 Painting Two Coats on Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) on Kilometre Stone
Surface area sqm/Km stone = 0.77 38 No's Total 29.26 sqm 104.50 3,058.00
8 8.04 B Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
( ii) 90 cm equilateral triangle km 113, 114, 120, 124, 125, 127, 130, at Junction, Zebra Crossing and school 62 62.00 Nos 7,111.60 440,919.00
( vi ) 90 cm circular SPEED LIMIT ON CURVE 6 6.00 Nos 10,510.60 63,064.00
(X) 80 mm x 60 mm rectangular Identification sign board 6 6.00 Nos 8,650.10 51,901.00
(Xi) 60 cm x 45 cm rectangular HAZARD MARK ON BRIDGE&CULVERT 100 100.00 Nos 6,503.40 650,340.00
( xv ) 90 cm high octagon Stop sign board on branch road 24 24.00 Nos 10,928.10 262,274.00
9 8.05 Direction & Place Identification Signs upto 0.9 sqm Size Board.(Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, thickness 4 mm with area not exceeding 0.9 sqm fixed over back support
As Per Annexture IV Total 9.90 sqm 15,602.20 154,462.00
10 8.06 Direction and Place Identification Signs with size more than 0.9 sqm size Board.(Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame.
As Per Annexture IV Total 14.40 sqm 16,366.60 235,679.00
11 2.02 Clearance grass and removal of rubbish upto a distance of 50 m out side the peripheri of the Area (By manual means) QTY. Vide detail calculation sheet. Two times a year both Pre & Post Monsoon (FOR VENT CLEARING) Bridge And Culvert
As Per Annexture 3 Total 6.93 Hect. 27,971.30 193,841.00
12 3.11 Removal of unserviceable soil (morshy soil) including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305. (FOR VENT CLEARING) HP Culvert avg silt deposite 0.30 m.
As Per Annexture 2, Total 326.88 cum 110.30 36,055.00
Add 1% Labour Cess 215,903.51
Total Amount Excluding GST including labour cess 21,806,254.51
Grand total BOQ Amount Exclusive GST & Including labour cess = Rs.2,18,06,255/-
Option % In figure % In words
Percentage below on Estimated Cost put to Tender
Percentage above on Estimated Cost put to Tender
At par of estimated cost put to Tender
ENVIRONMENTAL & SAFETY MANAGEMENT AND BIO ENGINEERING
Sl. No Ref. to MORT&H Description Unit Quantity as per project catogary Rate Amount as per project catogary Remarks / input Ref.
Large Medium Small Large Medium Small
19.01 Suggestive Noise Barriers
(i) Masonry Soil
Taking output = 5 Cum
Brick 1st Class each 2500.000 2500.000 2500.000 #REF! #REF! #REF! #REF! #REF!
Cement Mortar 1:3 (Rate as sub analysis) cum 1.200 1.200 1.200 #REF! #REF! #REF! #REF! 21.01 (A)
Water KL 2.415 2.415 2.415 #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF!
Mate Day 0.480 0.480 0.480 #REF! #REF! #REF! #REF! #REF!
Mason Day 4.000 4.000 4.000 #REF! #REF! #REF! #REF! #REF!
Mazdoor Day 8.000 8.000 8.000 #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF!
Water Tanker (Speed @ 20 Km / hr and return speed @ 30 Km/ hr and unloading @ 30 mins per trip
(i) 16 LKL Capacity Hour 0.017xL1+0.101 #REF! #REF! #REF!
(ii) 12 KL Capacity Hour 0.022xL1+0.134 #REF! #REF! #REF!
(iii) 6 KL Capacity Hour 0.045xL1+0.268 #REF! #REF! #REF!
#REF! #REF! #REF!
Total Cost without (OH&CP) #REF! #REF! #REF!
d) Overhead Charges on (a+b+c) #REF! #REF! #REF! #REF! #REF! #REF!
e) Contractor Profit on (a+b+c+d) #REF! #REF! #REF! #REF! #REF! #REF!
Cost for 5 cum = (a+b+c+d+e) #REF! #REF! #REF!
Cost per cum = (a+b+c+d+e)/5 #REF! #REF! #REF!
Say #REF! #REF! #REF!
(ii) Galvanized Steel plain sheet
Taking output = 100 Sqm
Mate Day 0.060 0.060 0.060 #REF! #REF! #REF! #REF! #REF!
Blacksmith Day 0.500 0.500 0.500 #REF! #REF! #REF! #REF! #REF!
Mazdoor Day 1.000 1.000 1.000 #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF!
Galvanized Steel plain sheet (5mm) including 5 % wastage (M-081 /1000) Kg 3.150 3.150 3.150 #REF! #REF! #REF! #REF! #REF!
MS Angle (M-081 /1000) Kg 154.500 154.500 154.500 #REF! #REF! #REF! #REF! #REF!
Add 10 percent of cost of a+b towards of drilling, nut & bolt etc. #REF! #REF! #REF!
#REF! #REF! #REF!
Total Cost without (OH&CP) #REF! #REF! #REF!
c) Overhead Charges on (a+b) #REF! #REF! #REF! #REF! #REF! #REF!
d) Contractor Profit on (a+b+c) #REF! #REF! #REF! #REF! #REF! #REF!
Cost for 100 Sqm = (a+b+c+d) #REF! #REF! #REF!
Cost per sqm = (a+b+c+d)/100 #REF! #REF! #REF!
Say #REF! #REF! #REF!
Note Rate for excavation, cement conctrete M-25 and painting may be taken from respective chapters.
(iii) Acrylic noice barrier sheet
Taking output = 100 Sqm
Mate Day 0.060 0.060 0.060 #REF! #REF! #REF! #REF! #REF!
Blacksmith Day 0.500 0.500 0.500 #REF! #REF! #REF! #REF! #REF!
Mazdoor Day 1.000 1.000 1.000 #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF!
Acrylic noise barrier sheet (3 mm) including 5 % wastage Kg 105.000 105.000 105.000 #REF! #REF! #REF! #REF! #REF!
MS Angle (M-081 /1000) Kg 154.500 154.500 154.500 #REF! #REF! #REF! #REF! #REF!
Add 10 percent of cost of a+b towards of drilling, nut & bolt etc. #REF! #REF! #REF!
#REF! #REF! #REF!
Total Cost without (OH&CP) #REF! #REF! #REF!
c) Overhead Charges on (a+b) #REF! #REF! #REF! #REF! #REF! #REF!
d) Contractor Profit on (a+b+c) #REF! #REF! #REF! #REF! #REF! #REF!
Cost for 100 Sqm = (a+b+c+d) #REF! #REF! #REF!
Cost per sqm = (a+b+c+d)/100 #REF! #REF! #REF!
Say #REF! #REF! #REF!
Note Rate for excavation, cement conctrete M-25 and painting may be taken from respective chapters.
19.02 Suggestive Construction of bamboo crib wall complete as per drawing and additional Technical Specification.
Taking output = 1RM
Mate Day 0.016 0.016 0.016 #REF! #REF! #REF! #REF! #REF!
Mazdoor skilled Day 0.100 0.100 0.100 #REF! #REF! #REF! #REF! #REF!
Mazdoor Day 0.300 0.300 0.300 #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF!
Water tanker 6KL capacity hour 0.008 0.008 0.008 #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF!
Bamboos (For Horizontal Beam) Kg 4.000 4.000 4.000 #REF! #REF! #REF! #REF! #REF!
Live Stake stums / bamboos (vertical) Nos 1.500 1.500 1.500 #REF! #REF! #REF! #REF! #REF!
Live Stake stums / bamboos (horizontal) Nos 1.000 1.000 1.000 #REF! #REF! #REF! #REF! #REF!
Binding Material Meter 2.000 2.000 2.000 #REF! #REF! #REF! #REF! #REF!
Cost of water Nos 0.050 0.050 0.050 #REF! #REF! #REF! #REF! #REF!
Grass Nos 1.500 1.500 1.500 #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF!
Total Cost without (OH&CP) #REF! #REF! #REF!
d) Overhead Charges on (a+b+c) #REF! #REF! #REF! #REF! #REF! #REF!
e) Contractor Profit on (a+b+c+d) #REF! #REF! #REF! #REF! #REF! #REF!
Cost for 1RM = (a+b+c+d+e) #REF! #REF! #REF!
Say #REF! #REF! #REF!
19.03 Suggestive Construction of Fascines with bundle of sticks complete as per drawing and additional Technical Specification.
Taking output = 10RM
Mate Day 0.100 0.100 0.100 #REF! #REF! #REF! #REF! #REF!
Mazdoor skilled Day 0.500 0.500 0.500 #REF! #REF! #REF! #REF! #REF!
Mazdoor Day 2.000 2.000 2.000 #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF!
Tractor - Ttrolly hour 1.000 1.000 1.000 #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF!
Hand wood sticks Kg 8.000 8.000 8.000 #REF! #REF! #REF! #REF! #REF!
Binding Material Meter 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF!
Total Cost without (OH&CP) #REF! #REF! #REF!
d) Overhead Charges on (a+b+c) #REF! #REF! #REF! #REF! #REF! #REF!
e) Contractor Profit on (a+b+c+d) #REF! #REF! #REF! #REF! #REF! #REF!
Cost for 10RM = (a+b+c+d+e) #REF! #REF! #REF!
Cost per RM = (a+b+c+d+e)/10 #REF! #REF! #REF!
Say #REF! #REF! #REF!
19.04 Suggestive Construction and laying of brush layers across the slope complete as per drawing and additional Technical Specification.
Taking output = 100 Sqm
Mate Day 0.120 0.120 0.120 #REF! #REF! #REF! #REF! #REF!
Mazdoor for preparation of ground Day 3.000 3.000 3.000 #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF!
Water tanker 6KL capacity hour 2.000 2.000 2.000 #REF! #REF! #REF! #REF! #REF!
Tractor - Ttrolly hour 0.500 0.500 0.500 #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF!
Live Sods (0.6 m length) Nos 1000.000 1000.000 1000.000 #REF! #REF! #REF! #REF! #REF!
Farm Yard manure @ 0.18 cum per 100 sqm at site work cum 0.180 0.180 0.180 #REF! #REF! #REF! #REF! #REF!
Cost of water KL 12.000 12.000 12.000 #REF! #REF! #REF! #REF! #REF!
Grass Kg 100.000 100.000 100.000 #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF!
Total Cost without (OH&CP) #REF! #REF! #REF!
d) Overhead Charges on (a+b+c) #REF! #REF! #REF! #REF! #REF! #REF!
e) Contractor Profit on (a+b+c+d) #REF! #REF! #REF! #REF! #REF! #REF!
Cost for 100 Sqm = (a+b+c+d+e) #REF! #REF! #REF!
Cost per sqm = (a+b+c+d+e)/100 #REF! #REF! #REF!
Say #REF! #REF! #REF!
19.05 Suggestive Construction of vegetative Palisades in Rills using hard wood cutting complete as per drawing and additional Technical Specification.
Taking output = 2 RM
Mate Day 0.012 0.012 0.012 #REF! #REF! #REF! #REF! #REF!
Mazdoor skilled Day 0.100 0.100 0.100 #REF! #REF! #REF! #REF! #REF!
Mazdoor for preparation of ground Day 0.200 0.200 0.200 #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF!
Tractor - Ttrolly hour 0.250 0.250 0.250 #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF!
Horizontal Live Sods (2M length) Nos 2.000 2.000 2.000 #REF! #REF! #REF! #REF! #REF!
Vertical Live Sods (2M length) Nos 40.000 40.000 40.000 #REF! #REF! #REF! #REF! #REF!
Cost of water Nos 0.100 0.100 0.100 #REF! #REF! #REF! #REF! #REF!
Binding Material RM 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF!
Total Cost without (OH&CP) #REF! #REF! #REF!
d) Overhead Charges on (a+b+c) #REF! #REF! #REF! #REF! #REF! #REF!
e) Contractor Profit on (a+b+c+d) #REF! #REF! #REF! #REF! #REF! #REF!
Cost for 2 RM = (a+b+c+d+e) #REF! #REF! #REF!
Cost per RM = (a+b+c+d+e)/2 #REF! #REF! #REF!
Say #REF! #REF! #REF!
19.06 Suggestive Laying of Palisades in slope complete as per drawing and additional Technical Specification.
Taking output = 100 Sqm
Mate Day 0.120 0.120 0.120 #REF! #REF! #REF! #REF! #REF!
Mazdoor for preparation of ground Day 3.000 3.000 3.000 #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF!
Water tanker 6KL capacity hour 2.000 2.000 2.000 #REF! #REF! #REF! #REF! #REF!
Tractor - Ttrolly hour 0.500 0.500 0.500 #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF!
Live Sods (0.6 m length) Nos 1000.000 1000.000 1000.000 #REF! #REF! #REF! #REF! #REF!
Farm Yard manure @ 0.18 cum per 100 sqm at site work cum 0.180 0.180 0.180 #REF! #REF! #REF! #REF! #REF!
Cost of water KL 12.000 12.000 12.000 #REF! #REF! #REF! #REF! #REF!
Grass Kg 100.000 100.000 100.000 #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF!
Total Cost without (OH&CP) #REF! #REF! #REF!
d) Overhead Charges on (a+b+c) #REF! #REF! #REF! #REF! #REF! #REF!
e) Contractor Profit on (a+b+c+d) #REF! #REF! #REF! #REF! #REF! #REF!
Cost for 100 Sqm = (a+b+c+d+e) #REF! #REF! #REF!
Cost per sqm = (a+b+c+d+e)/100 #REF! #REF! #REF!
Say #REF! #REF! #REF!
19.07 Suggestive Dust Suppression
Taking output = 6 KL
Mate Day 0.008 0.008 0.008 #REF! #REF! #REF! #REF! #REF!
Mazdoor for preparation of ground Day 0.200 0.200 0.200 #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF!
Water tanker 6KL capacity hour 0.750 0.750 0.750 #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF!
Cost of water KL 6.000 6.000 6.000 #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF!
Total Cost without (OH&CP) #REF! #REF! #REF!
d) Overhead Charges on (a+b+c) #REF! #REF! #REF! #REF! #REF! #REF!
e) Contractor Profit on (a+b+c+d) #REF! #REF! #REF! #REF! #REF! #REF!
Cost for 6 KL = (a+b+c+d+e) #REF! #REF! #REF!
Cost per KL = (a+b+c+d+e)/6 #REF! #REF! #REF!
Say #REF! #REF! #REF!
19.08 Suggestive Water Quality Monitoring
Grab Sample as per the mentioned locations mentione in the EIA/EMP report or one sample / 10 km length)
Taking output = One Number
a) Cost of water Quality monitoring Nos 1.000 1.000 1.000 #REF! #REF! #REF! #REF! #REF!
Total Cost without (OH&CP) #REF! #REF! #REF!
b) Overhead Charges on (a) #REF! #REF! #REF! #REF! #REF! #REF!
c) Contractor Profit on (a+b) #REF! #REF! #REF! #REF! #REF! #REF!
Rete per Number = (a+b+c) #REF! #REF! #REF!
Say #REF! #REF! #REF!
19.09 Suggestive Soil Quality monitoring (Grab sample as per monitoring locations mention in EIA/EMP report or one sample/10 Km length
Taking output = One Number
a) Cost of water Quality monitoring Nos 1.000 1.000 1.000 #REF! #REF! #REF! #REF! #REF!
Total Cost without (OH&CP) #REF! #REF! #REF!
b) Overhead Charges on (a) #REF! #REF! #REF! #REF! #REF! #REF!
c) Contractor Profit on (a+b) #REF! #REF! #REF! #REF! #REF! #REF!
Rete per Number = (a+b+c) #REF! #REF! #REF!
Say #REF! #REF! #REF!
19.10 Suggestive Ambient Air Quality Quality monitoring 24 hrs continuous for locations mention in EIA/EMP report or one sample/10 Km length
Taking output = One Number
a) Cost of Ambient Air Quality Nos 1.000 1.000 1.000 #REF! #REF! #REF! #REF! #REF!
Total Cost without (OH&CP) #REF! #REF! #REF!
b) Overhead Charges on (a) #REF! #REF! #REF! #REF! #REF! #REF!
c) Contractor Profit on (a+b) #REF! #REF! #REF! #REF! #REF! #REF!
Rete per Number = (a+b+c) #REF! #REF! #REF!
Say #REF! #REF! #REF!
19.11 Suggestive Ambient Noise Monitoring 24 hrs continuous for locations mention in EIA/EMP report or one sample/10 Km length
Taking output = One Number
a) Cost of Ambient Noise Monitoring 24 Hour continuous Nos 1.000 1.000 1.000 #REF! #REF! #REF! #REF! #REF!
Total Cost without (OH&CP) #REF! #REF! #REF!
b) Overhead Charges on (a) #REF! #REF! #REF! #REF! #REF! #REF!
c) Contractor Profit on (a+b) #REF! #REF! #REF! #REF! #REF! #REF!
Rete per Number = (a+b+c) #REF! #REF! #REF!
Say #REF! #REF! #REF!
19.12 Suggestive Consent Approval (Once)
Taking output = One Number
19.12 (i) Consent to Establish (CTE) Nos 1.000 1.000 1.000 #REF! #REF! #REF! #REF! #REF!
Total Cost without (OH&CP) #REF! #REF! #REF!
b) Overhead Charges on (a) #REF! #REF! #REF! #REF! #REF! #REF!
c) Contractor Profit on (a+b) #REF! #REF! #REF! #REF! #REF! #REF!
Rete per Number = (a+b+c) #REF! #REF! #REF!
Say #REF! #REF! #REF!
19.12 (ii) Consent to Operate (CTO) Nos 1.000 1.000 1.000 #REF! #REF! #REF! #REF! #REF!
Total Cost without (OH&CP) #REF! #REF! #REF!
b) Overhead Charges on (a) #REF! #REF! #REF! #REF! #REF! #REF!
c) Contractor Profit on (a+b) #REF! #REF! #REF! #REF! #REF! #REF!
Rete per Number = (a+b+c) #REF! #REF! #REF!
Say #REF! #REF! #REF!
19.13 Suggestive Compliance submission for Consent Approvals (Half Yearly)
Taking output = One Number
19.13 (i) Compliance submission for Consent to establish (CTE) Nos 1.000 1.000 1.000 #REF! #REF! #REF! #REF! #REF!
Total Cost without (OH&CP) #REF! #REF! #REF!
b) Overhead Charges on (a) #REF! #REF! #REF! #REF! #REF! #REF!
c) Contractor Profit on (a+b) #REF! #REF! #REF! #REF! #REF! #REF!
Rete per Number = (a+b+c) #REF! #REF! #REF!
Say #REF! #REF! #REF!
19.13 (ii) Compliance submission for Consent to operate (CTO) Nos 1.000 1.000 1.000 #REF! #REF! #REF! #REF! #REF!
Total Cost without (OH&CP) #REF! #REF! #REF!
b) Overhead Charges on (a) #REF! #REF! #REF! #REF! #REF! #REF!
c) Contractor Profit on (a+b) #REF! #REF! #REF! #REF! #REF! #REF!
Rete per Number = (a+b+c) #REF! #REF! #REF!
Say #REF! #REF! #REF!
19.14 Suggestive Environmental Clearance Compliance (Half Yearly)
Taking output = One Number
a) Cost of work shop Nos 1.000 1.000 1.000 #REF! #REF! #REF! #REF! #REF!
Total Cost without (OH&CP) #REF! #REF! #REF!
b) Overhead Charges on (a) #REF! #REF! #REF! #REF! #REF! #REF!
c) Contractor Profit on (a+b) #REF! #REF! #REF! #REF! #REF! #REF!
Rete per Number = (a+b+c) #REF! #REF! #REF!
Say #REF! #REF! #REF!
19.15 Suggestive Environmental workshop (Yearly)
Taking output = One Number
a) Cost of work shop Nos 1.000 1.000 1.000 #REF! #REF! #REF! #REF! #REF!
Total Cost without (OH&CP) #REF! #REF! #REF!
b) Overhead Charges on (a) #REF! #REF! #REF! #REF! #REF! #REF!
c) Contractor Profit on (a+b) #REF! #REF! #REF! #REF! #REF! #REF!
Rete per Number = (a+b+c) #REF! #REF! #REF!
Say #REF! #REF! #REF!
19.16 Suggestive Polluition Prevention
Silt fencing on either side of the streams and rivers including erection and maintenance for entire construction phase
Taking output = 100 RM
Mate Day 0.080 0.080 0.080 #REF! #REF! #REF! #REF! #REF!
Mazdoor for preparation of ground Day 2.000 2.000 2.000 #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF!
Tractor - Ttrolly hour 2.000 2.000 2.000 #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF!
Silt fence sheet sqm 1000.000 1000.000 1000.000 #REF! #REF! #REF! #REF! #REF!
Hard wood sticks cum 34.000 34.000 34.000 #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF!
Total Cost without (OH&CP) #REF! #REF! #REF!
d) Overhead Charges on (a+b+c) #REF! #REF! #REF! #REF! #REF! #REF!
e) Contractor Profit on (a+b+c+d) #REF! #REF! #REF! #REF! #REF! #REF!
Cost for 100 RM = (a+b+c+d+e) #REF! #REF! #REF!
Cost per RM = (a+b+c+d+e)/100 #REF! #REF! #REF!
Say #REF! #REF! #REF!
19.17 IRC-SP-88 Road Safety Audit during Construction Period & Maintenance Period
Road Safety Audit during Construction Period & Maintenance Period including collection of Road accident data and analysis of fatel and grievously injured accident with black spot identification report, submission of GAP report, Road safety Audit Reports on all activities which were planned, actually executed and planned for the next quarter report, submission of audit report of work zone safety, worshop report and final safety report complete as per IRC-SP-88 and directed by Engineer.
Unit = Kilometer
19.17 A Upto 50.00 Kilometer
a) Experts/Key Peronnel
Sr. Road Safety / Auditor / Team Leader Month 4.000 4.000 4.000 #REF! #REF! #REF! #REF! #REF!
Traffic Planner Month 6.000 6.000 6.000 #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF!
b) Boarding & Loading
Boarding & Loading and Per Diem for Site Visits Days 90.000 90.000 90.000 #REF! #REF! #REF! #REF! #REF!
Transportation at site and Head Office No. of Trip 20.000 20.000 20.000 #REF! #REF! #REF! #REF! #REF!
Duty travel to Site Days 90.000 90.000 90.000 #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF!
c) Reports and Documents Cost
Collection of Road accident data and analysis of fatal and grievously injured accident with black spot identification. No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!
Submission of GAP report No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!
Road Safety Audit Report on all activities which were planned, actually executed and planned for the next quarter. No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!
Submission of audit report of work zone safety No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!
workshop report No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!
Final safety report No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!
Add 10 percent of cost of a+b+c as Miscellaneous work #REF! #REF! #REF!
#REF! #REF! #REF!
Total Cost without (OH&CP) #REF! #REF! #REF!
d) Overhead Charges on (a+b+c) #REF! #REF! #REF! #REF! #REF! #REF!
e) Contractor Profit on (a+b+c+d) #REF! #REF! #REF! #REF! #REF! #REF!
Rate for upto 50 Km = (a+b+c+d+e) #REF! #REF! #REF!
Say #REF! #REF! #REF!
19.17 B Between 50.00 Km. to 100.00 Km
a) Experts/Key Peronnel
Sr. Road Safety / Auditor / Team Leader Month 6.000 6.000 6.000 #REF! #REF! #REF! #REF! #REF!
Traffic Planner Month 8.000 8.000 8.000 #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF!
b) Boarding & Loading
Boarding & Loading and Per Diem for Site Visits Days 126.000 126.000 126.000 #REF! #REF! #REF! #REF! #REF!
Transportation at site and Head Office No. of Trip 20.000 20.000 20.000 #REF! #REF! #REF! #REF! #REF!
Duty travel to Site Days 126.000 126.000 126.000 #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF!
c) Reports and Documents Cost
Collection of Road accident data and analysis of fatal and grievously injured accident with black spot identification. No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!
Submission of GAP report No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!
Road Safety Audit Report on all activities which were planned, actually executed and planned for the next quarter. No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!
Submission of audit report of work zone safety No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!
workshop report No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!
Final safety report No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!
Add 10 percent of cost of a+b+c as Miscellaneous work #REF! #REF! #REF!
#REF! #REF! #REF!
Total Cost without (OH&CP) #REF! #REF! #REF!
d) Overhead Charges on (a+b+c) #REF! #REF! #REF! #REF! #REF! #REF!
e) Contractor Profit on (a+b+c+d) #REF! #REF! #REF! #REF! #REF! #REF!
Rate for upto 50 Km = (a+b+c+d+e) #REF! #REF! #REF!
Say #REF! #REF! #REF!
19.17 C More than 100.00 Km
a) Experts/Key Peronnel
Sr. Road Safety / Auditor / Team Leader Month 8.000 8.000 8.000 #REF! #REF! #REF! #REF! #REF!
Traffic Planner Month 10.000 10.000 10.000 #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF!
b) Boarding & Loading
Boarding & Loading and Per Diem for Site Visits Days 162.000 162.000 162.000 #REF! #REF! #REF! #REF! #REF!
Transportation at site and Head Office No. of Trip 20.000 20.000 20.000 #REF! #REF! #REF! #REF! #REF!
Duty travel to Site Days 162.000 162.000 162.000 #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF!
c) Reports and Documents Cost
Collection of Road accident data and analysis of fatal and grievously injured accident with black spot identification. No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!
Submission of GAP report No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!
Road Safety Audit Report on all activities which were planned, actually executed and planned for the next quarter. No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!
Submission of audit report of work zone safety No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!
workshop report No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!
Final safety report No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!
Add 10 percent of cost of a+b+c as Miscellaneous work #REF! #REF! #REF!
#REF! #REF! #REF!
Total Cost without (OH&CP) #REF! #REF! #REF!
d) Overhead Charges on (a+b+c) #REF! #REF! #REF! #REF! #REF! #REF!
e) Contractor Profit on (a+b+c+d) #REF! #REF! #REF! #REF! #REF! #REF!
Rate for upto 50 Km = (a+b+c+d+e) #REF! #REF! #REF!
Say #REF! #REF! #REF!
19.18 IRC-SP-88 Road Safety Audit during Maintenance Period
Road Safety Audit during Maintenance Period & including collection of Road accident data and analysis of fatel and grievously injured accident with black spot identification report, submission of GAP report, Road safety Audit Reports on all activities which were planned, actually executed and planned for the next quarter report, submission of audit report of work zone safety, worshop report and final safety report complete as per IRC-SP-88 and directed by Engineer.
Unit = Kilometer
19.18 A Upto 50.00 Kilometer
a) Experts/Key Peronnel
Sr. Road Safety / Auditor / Team Leader Month 2.000 2.000 2.000 #REF! #REF! #REF! #REF! #REF!
Traffic Planner Month 3.000 3.000 3.000 #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF!
b) Boarding & Loading
Boarding & Loading and Per Diem for Site Visits Days 45.000 45.000 45.000 #REF! #REF! #REF! #REF! #REF!
Transportation at site and Head Office No. of Trip 20.000 20.000 20.000 #REF! #REF! #REF! #REF! #REF!
Duty travel to Site Days 45.000 45.000 45.000 #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF!
c) Reports and Documents Cost
Collection of Road accident data and analysis of fatal and grievously injured accident with black spot identification. No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!
Submission of GAP report No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!
Road Safety Audit Report on all activities which were planned, actually executed and planned for the next quarter. No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!
Submission of audit report of work zone safety No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!
workshop report No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!
Final safety report No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!
Add 10 percent of cost of a+b+c as Miscellaneous work #REF! #REF! #REF!
#REF! #REF! #REF!
Total Cost without (OH&CP) #REF! #REF! #REF!
d) Overhead Charges on (a+b+c) #REF! #REF! #REF! #REF! #REF! #REF!
e) Contractor Profit on (a+b+c+d) #REF! #REF! #REF! #REF! #REF! #REF!
Rate for upto 50 Km = (a+b+c+d+e) #REF! #REF! #REF!
Say #REF! #REF! #REF!
19.18 B Between 50.00 Km. to 100.00 Km
a) Experts/Key Peronnel
Sr. Road Safety / Auditor / Team Leader Month 3.000 3.000 3.000 #REF! #REF! #REF! #REF! #REF!
Traffic Planner Month 4.000 4.000 4.000 #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF!
b) Boarding & Loading
Boarding & Loading and Per Diem for Site Visits Days 45.000 45.000 45.000 #REF! #REF! #REF! #REF! #REF!
Transportation at site and Head Office No. of Trip 20.000 20.000 20.000 #REF! #REF! #REF! #REF! #REF!
Duty travel to Site Days 45.000 45.000 45.000 #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF!
c) Reports and Documents Cost
Collection of Road accident data and analysis of fatal and grievously injured accident with black spot identification. No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!
Submission of GAP report No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!
Road Safety Audit Report on all activities which were planned, actually executed and planned for the next quarter. No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!
Submission of audit report of work zone safety No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!
workshop report No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!
Final safety report No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!
Add 10 percent of cost of a+b+c as Miscellaneous work #REF! #REF! #REF!
#REF! #REF! #REF!
Total Cost without (OH&CP) #REF! #REF! #REF!
d) Overhead Charges on (a+b+c) #REF! #REF! #REF! #REF! #REF! #REF!
e) Contractor Profit on (a+b+c+d) #REF! #REF! #REF! #REF! #REF! #REF!
Rate for upto 50 Km = (a+b+c+d+e) #REF! #REF! #REF!
Say #REF! #REF! #REF!
19.18 C More than 100.00 Km
a) Experts/Key Peronnel
Sr. Road Safety / Auditor / Team Leader Month 4.000 4.000 4.000 #REF! #REF! #REF! #REF! #REF!
Traffic Planner Month 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF!
b) Boarding & Loading
Boarding & Loading and Per Diem for Site Visits Days 45.000 45.000 45.000 #REF! #REF! #REF! #REF! #REF!
Transportation at site and Head Office No. of Trip 20.000 20.000 20.000 #REF! #REF! #REF! #REF! #REF!
Duty travel to Site Days 45.000 45.000 45.000 #REF! #REF! #REF! #REF! #REF!
#REF! #REF! #REF!
c) Reports and Documents Cost
Collection of Road accident data and analysis of fatal and grievously injured accident with black spot identification. No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!
Submission of GAP report No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!
Road Safety Audit Report on all activities which were planned, actually executed and planned for the next quarter. No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!
Submission of audit report of work zone safety No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!
workshop report No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!
Final safety report No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!
Add 10 percent of cost of a+b+c as Miscellaneous work #REF! #REF! #REF!
#REF! #REF! #REF!
Total Cost without (OH&CP) #REF! #REF! #REF!
d) Overhead Charges on (a+b+c) #REF! #REF! #REF! #REF! #REF! #REF!
e) Contractor Profit on (a+b+c+d) #REF! #REF! #REF! #REF! #REF! #REF!
Rate for upto 50 Km = (a+b+c+d+e) #REF! #REF! #REF!
Say #REF! #REF! #REF!
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