Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Road Construction
Eprocure
Opening Date16 May 2024
Closing Date23 Jul 2024
Tender Amount₹ 3,98,50,000
Costs
EMD
₹ 7,97,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_134227_1Bid Award Id
ViewTender No
A4/2473/2022(42) dated 15.05.2022Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://https://www.tnrd.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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.
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in Km. 0/0 - 2/770, 2/780 - 4/990, 5/0 -5/370
5329.2
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
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Km 0/0 to 1/0
303.42
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Km 1/0 to 2/0
242.6
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Km 2/780 to 3/0
128.13
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Km 3/0 to 4/0
213.22
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Km 4/0 to 4/990
223.86
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Km 5/0 to 5/370
37.46
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Construction of embankment using tractor with grader with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Filling with Cut Earth)
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Km 0/0 to 1/0
303.42
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Km 1/0 to 2/0
242.6
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Km 2/780 to 3/0
128.13
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Km 3/0 to 4/0
213.22
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Km 4/0 to 4/990
223.86
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Km 5/0 to 5/370
37.46
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (Carted Earth)
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Km 0/0 to 1/0
727.1
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Km 1/0 to 2/0
767.97
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Km 2/780 to 3/0
562.79
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Km 3/0 to 4/0
1015.78
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Km 4/0 to 4/990
1015.07
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Km 5/0 to 5/370
514.63
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Gravel shoulder)
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Km 0/0 to 1/0
302.5
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Km 1/0 to 2/0
248.06
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Km 2/780 to 3/0
74.25
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Km 3/0 to 4/0
312.19
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Km 4/0 to 4/990
333.15
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Km 5/0 to 5/370
124.88
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Construction of Granular sub-base by providing well 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401 Grading I
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Km 0/0 to 1/0
114.25
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Km 1/0 to 2/0
99.22
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Km 2/780 to 3/0
37.58
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Km 3/0 to 4/0
124.87
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Km 4/0 to 4/990
141.14
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Control Section
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Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on a well prepared surface and compacting with vibratory roller to achieve the desired density.
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Km 0/050 to 0/200
95.06
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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
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Km 0/050 to 0/200
577.49
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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 surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 503.
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Km 0/050 to 0/200
577.49
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Bituminous Macadam:- 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.
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Km 0/050 to 0/200
28.88
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Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 510
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Km 0/050 to 0/200
577.49
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New Technology - Zydex
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Construction of Sub base & Base by way of using blended material comprising of 60% Available soil of CBR 5; 40% GSB Material, Grade B; 3% Cement by weight of soil; 1kg of Terrasil or Equivalent per cum & 1kg of Zycobond or Equivalent per cum ; Mechanically blended using a Rotavator at Optimum Moisture Content; laid in Two layers of Equivalent Depth each and duly compacted with Static Roller Including Maintaining the Camber as per specifications. Complete job , finished work to be measured. (ref : MORD sl.no4.11-(i) page no.4-20).
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Km 0/200 to 1/0
320.99
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Km 1/0 to 2/0
337.12
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Km 2/780 to 3/0
102.15
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Km 3/0 to 4/0
419.91
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Km 4/0 to 4/990
447.34
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Km 5/0 to 5/370
169.65
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Providing and applying primer coat with cationic bitumen emulsion(water based) modified with Nanotechnology based Penetrative Reactive Water-soluble Organosilane material (forming water clear solution) qualifying as per the test, on prepared surface of granular base including cleaning of road surface and prime coat-mix made using 100 part Cationic Bitumen Emulsion (Grade CSS-1) and 200 parts of Nanotechnology Solution (1 kg Terraprime :200 liter water (≤1000ppm TDS) and spraying at the rate of 1.35 Kg/sqm using mechanical means as per Technical Specification.
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Km 0/200 to 1/0
2675.02
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Km 1/0 to 2/0
2809.3
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Km 2/780 to 3/0
851.25
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Km 3/0 to 4/0
3499.26
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Km 4/0 to 4/990
3727.87
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Km 5/0 to 5/370
1413.75
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Providing and applying Tack-coat with cationic bitumen emulsion (CRS-1) in mixing ratio of 0.014 part Nanotechnology based Penetrative Reactive Water-soluble Organosilane material (forming water clear solution) : 1 part water (1000 ppm TDS) : 1 part cationic bitumen emulsion and spraying using emulsion distributor at the rate of 1.2 times of conventional spray rate 0.275 Kg per sqm (i.e 0.33 kg/sqm) on the prepared new bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 .(ref:Mord pg.no 5-4)
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Km 0/200 to 1/0
2707.66
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Km 1/0 to 2/0
2809.3
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Km 2/780 to 3/0
851.25
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Km 3/0 to 4/0
3499.26
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Km 4/0 to 4/990
3738.75
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Km 5/0 to 5/370
1413.75
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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.
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Km 0/200 to 1/0
133.77
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Km 1/0 to 2/0
140.46
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Km 2/780 to 3/0
42.57
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Km 3/0 to 4/0
174.97
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Km 4/0 to 4/990
186.4
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Km 5/0 to 5/370
70.69
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Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 510
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Km 0/200 to 1/0
2707.66
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Km 1/0 to 2/0
2809.3
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Km 2/780 to 3/0
851.25
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Km 3/0 to 4/0
3499.26
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Km 4/0 to 4/990
3738.75
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Km 5/0 to 5/370
1413.75
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Waterproofing of the shoulder surface by spraying 1kg of Terrasil or Equivalent and 1kg of Zycobond or Equivalent in the ratio of 1:1:200 with Potable Water and spraying on the surface @ 3ltrs/sqm and compacting with a static roller. Complete job, finished work to be measured.
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Km 0/0 to 1/0
1566.66
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Km 1/0 to 2/0
1653.75
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Km 2/780 to 3/0
495
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Km 3/0 to 4/0
2081.25
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Km 4/0 to 4/990
2220.97
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Km 5/0 to 5/370
832.5
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Provision of Rumble Strips with premix Bituminous carpet Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20mm high at centre, 250mm wide placed at 1m centre-to-centre approved locations to control speed, marked with while strips of road marking paint.
Rumble Strips = 3 X 3.75 X 0.25 = 2.81
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Km 0/0 to 1/0
5.62
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Km 1/0 to 2/0
5.62
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Km 2/780 to 3/0
5.62
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Km 3/0 to 4/0
5.62
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Km 4/0 to 4/990
5.62
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Km 5/0 to 5/370
5.62
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Road Marking With Hot Applied Thermoplastic Compound With reflectorising Glass Beads on Bituminous Surface:-
Providing and laying of hot applied thermoplastic compound 2.50mm 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 etc complete as per MORTH&H specification No.803
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Km 0/0 to 1/0
200
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Km 1/0 to 2/0
200
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Km 2/780 to 3/0
44
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Km 3/0 to 4/0
200
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Km 4/0 to 4/990
198
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Km 5/0 to 5/370
74
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Providing and Fixing 'Logo' of PMGSY project
4
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Providing and Fixing Name Board project
1
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Providing and Fixing 'Citizen information Board' of PMGSY project
1
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Providing and fixing 'Maintanence information Board' of PMGSY Project
1
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Providing and fixing of cautionary, mandatory and in formatory sign Board Providing and fixing of Retro Reflectorised Cautionary, Mandatory signs with definition plate made out of high intensity Grade prismatic sheeting coiformation to IRC-67:2010 & ASTM D, Type IVspecification and fixed over 1.5mm thick Aluminium sheet fixed on back support frame of 25mm x 25mm x3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm below ground level etc complete including 7years warrenty for the Retro Reflective Sheeting as per clause 6.9 of IRC 67-2010 specification(as per MORT & spec. No. 801)
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90CM Equilateral Trainagle (Cautinary) Sign Board
6
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60CM Circular (Mandatory) Sign Board
22
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Chevron Signs 90Cm Octagon (Curves)
12
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Reflector
16
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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
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i) Ordanary Kilometer Stone (Precast)
10
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ii) 200m Stone
40
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iii) Guard Stone
54
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Sub Estimates For CC Pavement:-
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Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on a well prepared surface and compacting with vibratory roller to achieve the desired density
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KM-0/615 to 0/710
74.15
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KM-1/425 to 1/550
96.39
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KM-1/860 to 2/0
112.63
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KM-2/0 to 2/770
588.01
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KM-3/580 to 3/655
36.05
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Construction of Cell Fill Compacted Concrete Pavement (M30) over prepared sub base with coarse and fine aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25 mm minimum cement content of 375 kg per cum, mixing in concrete mixer at optimum moisture content, transporting to site, laying with wheel barrows or steel pans or with mechanical paver, compacting with plate vibrator, to achieve the designed flexural strength, finishing and curing as per Technical Specification.
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KM-0/0 to 0/050
31.5
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KM-0/615 to 0/710
59.32
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KM-1/425 to 1/550
77.12
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KM-1/860 to 2/0
90.1
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KM-2/0 to 2/770
470.41
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KM-3/580 to 3/655
28.84
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Sub Estimates For Cross Drainage:-
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1.5M Culvert Abstract
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Construction of Culvert @ 0/415
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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.
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Dismantling of Culvert @ 0/415,
6.05
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Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
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Dismantling of Culvert @ 0/415,
17.87
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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.
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Dismantling of Culvert @ 0/415
2.7
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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
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Construction of Culvert @ 0/415
90.3
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Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
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Construction of Culvert @ 0/415
10.32
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Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
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Construction of Culvert @ 0/415
10.32
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Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.(Below Sill level)
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Construction of Culvert @ 0/415
50.64
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Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.(Above Sill level)
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Construction of Culvert @ 0/415
27.76
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Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
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Construction of Culvert @ 0/415
3.36
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Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft Paper
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Construction of Culvert @ 0/415
3.31
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Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.
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Construction of Culvert @ 0/415
0.35
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Providing Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per drawing and MORD technical Specification
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Construction of Culvert @ 0/415
15
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
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Construction of Culvert @ 0/415
4.5
-
-
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
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Construction of Culvert @ 0/415
12
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Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
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Construction of Culvert @ 0/415
7.7
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Construction of Culvert @ 1/475
-
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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
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Construction of Culvert @ 1/475
90.3
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Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
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-
Construction of Culvert @ 1/475
10.32
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-
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
-
-
-
Construction of Culvert @ 1/475
10.32
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-
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.(Below Sill level)
-
-
-
Construction of Culvert @ 1/475
50.64
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-
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.(Above Sill level)
-
-
-
Construction of Culvert @ 1/475
27.76
-
-
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
-
-
-
Construction of Culvert @ 1/475
3.36
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-
Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft Paper
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-
Construction of Culvert @ 1/475
3.31
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-
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.
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-
Construction of Culvert @ 1/475
0.35
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-
Providing Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per drawing and MORD technical Specification
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-
Construction of Culvert @ 1/475
15
-
-
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
-
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-
Construction of Culvert @ 1/475
4.5
-
-
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
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-
-
Construction of Culvert @ 1/475
12
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-
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
-
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-
Construction of Culvert @ 1/475
7.7
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2.0M Culvert Abstract
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Construction of Culvert @ 2/425
-
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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.
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-
-
Dismantling of Culvert @ 2/425,
6.05
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-
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
-
-
-
Dismantling of Culvert @ 2/425,
17.87
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-
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.
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-
Dismantling of Culvert @ 2/425
2.7
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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
-
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-
Construction of Culvert @ 2/425
96.63
-
-
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
-
-
-
Construction of Culvert @ 2/425
11.05
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-
Cement concrete 1 : 2.5 : 5 (PCC) mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
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-
Construction of Culvert @ 2/425
11.04
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-
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (Below Sill Level)
-
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-
Construction of Culvert @ 2/425
54.38
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-
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (Above Sill Level)
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Construction of Culvert @ 2/425
39.8
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-
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (Bed block Dirt Wall)
-
-
-
Construction of Culvert @ 2/425
3.54
-
-
Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft Paper (Deck Slab)
-
-
-
Construction of Culvert @ 2/425
4.68
-
-
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.
-
-
-
Construction of Culvert @ 2/425
0.48
-
-
Providing Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per drawing and MORD technical Specification
-
-
-
Construction of Culvert @ 2/425
15
-
-
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
-
-
-
Construction of Culvert @ 2/425
3.6
-
-
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
-
-
-
Construction of Culvert @ 2/425
12
-
-
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
-
-
-
Construction of Culvert @ 2/425
8.58
-
-
Sub Estimates For Protective Works:-
-
-
-
Amount For ProtectiveWork Km 0/0 to 1/0 :-
-
-
-
Protective Works Km 0/085 to 0/105 LHS
-
-
-
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
-
-
-
Protective Works Km 0/085 to 0/105 LHS
27.6
-
-
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
-
-
-
Protective Works Km 0/085 to 0/105 LHS
4.14
-
-
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
-
-
-
Protective Works Km 0/085 to 0/105 LHS
5.52
-
-
Cement concrete 1 : 2 : 4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
Below Ground level Footing
-
-
-
Protective Works Km 0/085 to 0/105 LHS
9.72
-
-
Cement concrete 1 : 2 : 4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
Above Ground level Body wall
-
-
-
Protective Works Km 0/085 to 0/105 LHS
17.6
-
-
Providing Weepholes in brick masonary, Plain/Reinforced Concrete abutment, wing wall, return wall with 100mm dia AC Pipe extending through the full width of the structures with slope of 1(V) : 20(H) towards drawing face coplete as per drawing and technical specification Clauses 614, 709, 1204 3.7
-
-
-
Protective Works Km 0/085 to 0/105 LHS
40
-
-
Amount For ProtectiveWork Km 2/780 to 3/0 :-
-
-
-
Protective Works Km 2/430 to 2/440 RHS
-
-
-
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
-
-
-
Protective Works Km 2/430 to 2/440 RHS
15
-
-
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
-
-
-
Protective Works Km 2/430 to 2/440 RHS
2.25
-
-
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
-
-
-
Protective Works Km 2/430 to 2/440 RHS
3
-
-
Cement concrete 1 : 2 : 4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
Below Ground level Footing
-
-
-
Protective Works Km 2/430 to 2/440 RHS
5.4
-
-
Cement concrete 1 : 2 : 4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
Above Ground level Body wall
-
-
-
Protective Works Km 2/430 to 2/440 RHS
11.35
-
-
Providing Weepholes in brick masonary, Plain/Reinforced Concrete abutment, wing wall, return wall with 100mm dia AC Pipe extending through the full width of the structures with slope of 1(V) : 20(H) towards drawing face coplete as per drawing and technical specification Clauses 614, 709, 1204 3.7
-
-
-
Protective Works Km 2/430 to 2/440 RHS
20
-
-
Towards the charges for routline maintenance of the road work executed under PMGSY including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRC-SP-20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost for carriageway width of 3.00m & 3.75m
-
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For the First Year from the date of completion of work
5.35
-
-
For the Second Year from the date of cpmpletion of work
5.35
-
-
For the Third Year from the date of completion of work
5.35
-
-
For the Fourth Year from the date of completion of work
5.35
-
-
For the Fifth Year from the date of completion of work
5.35
-
-
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
1
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