Construction of RCC Drain, Box culvert, Road repair works etc., at Km 372.500 (LHS) near Palani bypass in Dindigul Samayanallur section of NH 44 on Item rate mode

NATIONAL HIGHWAYS AUTHORITY OF INDIA, PIU MADURAI

Construction of RCC Drain, Box culvert, road repair works etc., at Km 372+500 (RHS) near Palani bypass in Dindigul Samayanallur section of NH 44 on Item rate mode

Proforma for quoting the rates

Name of the Contractor

S. No. Name of component Estimated cost (Rs.) [Excluding GST & Labour Cess] percentage [above or below] to the estimated cost {Select Dropdown "Above or Below"} Percentage (% ) in Figures Quoted Amount in Rs. [Excluding GST]

1 Construction of RCC Drain, Box culvert, road repair works etc., at Km 372+500 (RHS) near Palani bypass in Dindigul Samayanallur section of NH 44 on Item rate mode 7,719,119 0 Above

Total Cost 0 Below

1 Only three cells highlighted are editable

2 In the blue highlighted cell, select any one option available in drop down i.e. Above/Below

3 In the yellow highlighted cell, one should quote their rates in terms of % (percentage).

4 In green highlighted cell, one should mention their agency name.

5 The price bid should be in .xls format only for uploading.

6 Rate filled at any other place in the document shall not be considered.

7 No condition shall be accepted.

National Highways Authority of India

Construction of RCC Drain, Box culvert, road repair works etc., at Km 372+500 (RHS) near Palani bypass in Dindigul Samayanallur section of NH 44 on Item rate mode

S.No Item Of Work Unit Quantity Rate Amount Remarks

1 Earthwork excavation in all classes of soil, soft disintegrated rock and hard rock not requiring blasting and depositing on bank with all leads and lifts including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials, dressing the bed upto required level etc., complete as per relevant standard specification MORT&H clause 301&304. Cum 552.5 173.49 95,851.57 Rate Analysis Ref- 12.01 (I) (B)

2 Plain Cement Concrete M15 Nominal/Design mix, using 40mm ISS HBG metal including cost and conveyance of all Materials to site and cement at site including form work , using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges, etc., complete, as per standard specifications complete as per relevant MORT&H specifications 1000&2100. for Levelling course Cum 42.5 6,569.54 279,205.45 Rate Analysis Ref- 12.08 - A Case -ii

3 Vibrated Reinforced cement concrete M25 using 20MM ISS HBGS graded metal stone including form work and centering using soft water cost and conveyance of all materials to site including cost of cement at site form work and centering using soft water labour charges for mixing, transporting, laying, vibrating curing, concrete working at heights, hire charges for tools and plants including all other incidental charges etc., complete as per MORT&H specifications 1000,1500,1600,1700&2300 for Drainage Cum 249.899 9,962.21 2,489,546.32 Rate Analysis Ref- 12.08 E -Case-i

4 Supply and fabrication of Fe- 500 D/ steel required for all RCC items of works involved In Minor Bridge Box Type structure in the schedule and cost of TOR steel conforming to IS:1786 at site, including fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills with GI wires including overlapping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete, as per standard specifications Fe-500 D. MT 15 82,110.02 1,231,650.30 Rate Analysis Ref- 12.42 -1600

B Construction of Box Culvert at Km. 372+750 #REF!

1 Excavation for roadway in soil by hydraulic Excavator of 1 cum Bucket capacity including loading and cutting in and pushing the earth to site of embankment upto a distance of 100 metres [average lead 50 metres], including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections: Cum 72.21 173.49 12,527.50 Rate Analysis 2025-2026

2 Plain Cement Concrete M15 Nominal/Design mix, using 40mm ISS HBG metal including cost and conveyance of all Materials to site and cement at site including form work , using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges, etc., complete, as per standard specifications complete as per relevant MORT&H specifications 1000&2100. for Levelling course Cum 2.829 6569.54 18,585.23 Rate Analysis 2025-2026

3 Reinforced cement concrete M30 using 20MM ISS HBGS graded metal stone including form work and centering using soft water cost and conveyance of all materials to site including cost of cement at site form work and centering using soft water labour charges for mixing, transporting, laying, vibrating curing, concrete working at heights, hire charges for tools and plants including all other incidental charges etc., complete as per MORT&H specifications 1000,1500,1600,1700&2300 for Box Base Slab Cum 5.6 9931.29 55,615.22 Rate Analysis 2025-2026

4 Reinforced Cement Concrete M30(Design mix), using 20MM ISS graded HBG graded metal including cost of cement at site, including formwork and centering, using soft water, labour charges for mixing, transporting and placing in position, vibrating and compacting, finishing and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete, as per MORT&H specifications 1000,1500,1600,1700&2200 for Box Walls Return Wall Cum 13.16 9931.29 130,695.78 Rate Analysis 2025-2026

Super Structure

5 Reinforced Cement Concrete M30 (Design mix) using 20MM ISS graded HBG metal including cost and conveyance of all materials to site including cost of cement at site, including formwork and centering, using soft water, labour charges for mixing, transporting and placing in position, vibrating and compacting, finishing and curing, concrete working at heights, hire charges for tools and plants including all other incidental charges etc., complete as per MORT&H specifications 1000,1500,1600,1700 &2300 for Box Top Slab & Crash barrier Cum 8 9931.29 79,450.32 Rate Analysis 2025-2026

6 Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified Rm 4 10796.00 43,184.00 Rate Analysis 2025-2026

7 Supply and fabrication of Fe- 500 D/ steel required for all RCC items of works involved In Box Culvert Structre in the schedule and cost of TOR steel conforming to IS:1786 at site, including fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills with GI wires including overlapping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete, as per standard specifications Fe-500 D. MT 2.1408 82110.02 175,781.13 Rate Analysis 2025-2026

8 Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 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. 507 complete in all respects Cum 0.56 19039.04 10,661.86 Rate Analysis 2025-2026

9 Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516. Sqm 14 2857.25 40,001.50 Rate Analysis 2025-2026

10 Painting Two coats with ready mixed plastic emulsion paint of first class quality in black and white colour (Zebra crossing) over a priming coat including thourough scrapping , cleaning removal of dirt and including necessary plaster paris wherever required etc complete with standard specifications, for Crash barrier and medians etc., complete( for ordinary plastered area) Sqm 5.54 141.00 781.14 Rate Analysis 2025-2026

11 OHM sign - Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2022 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm and 0.60m below ground level. The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer-in-charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2022. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2022. (as per MoRT&H Specification No.801) 30cm x 90cm rectangular Nos 4 4000.00 16,000.00 PWD SOR 25-26 HW-W0092

12 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Cum 23.04 4011.18 92,417.59 Rate Analysis 2025-2026

C Road Formation from Km. 372+450 to Km. 372+750 on LHS Service road

1 Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Rate Analysis 2025-2026

a Bituminous Surface Cum 63 1912.1 120,462.30

b Non-Bituminous Surface Cum 0 1357.3 0.00

2 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 well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 175 3647.03 638,230.25 Rate Analysis 2025-2026

3 Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. Sqm 700 117.52 82,264.00 Rate Analysis 2025-2026

4 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 surface cleaned with mechanical broom. Sqm 700 21.5 15,050.00 Rate Analysis 2025-2026

5 Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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. 505 complete in all respects. Cum 35 15034.92 526,222.20 Rate Analysis 2025-2026

6 Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 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. 507 complete in all respects Cum 28 19039.04 533,093.12 Rate Analysis 2025-2026

7 Road Marking - Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including Type 1 beads (Refer MORTH Specification Clause803.4.2) which are a constituent of the basic thermoplastic compound vide Table 800-9 (MORTH Specification) and Type 2 beads are those which are to be sprayed on the surface vide Clause 803.6.4 (MORTH Specification). The glass beads shall have a minimum reflectivity index of 1.5. The glass bead shall be 250gm/sqm. The thermoplastic road marking material thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35. Pavement Marking Performance such as Day/Night visibility, Dry/Wet visibility and skid resistance shall be confirming to clause 15.5 of IRC 35. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-incharge and in accordance with applicable specifications. (Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015). Recommended Use of specialized Road Marking Primer, based on surface conditions. Sqm 35.1 589.25 20,682.68 NHAI Policy Circular No. 12.38 Dated: 19.03.2025

8 Studs -Providing and fixing of Reflective Pavement Markers (RRPM), i.e. road studs shall be prismatic retro-reflective type conforming to ASTM D-4280. The Plastic body of RPM/road stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (Hi-impact Polystyrene) or Acrylonitrile Butadiene Styrene (ABS). The marker height shall not be less than 10mm and shall not exceed 20mm and its width shall not exceed 130mm. The markers shall support a load of 13,635 kg tested in accordance with ASTM D 4280. The Reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face. Lenses shall be moulded of methyl methecrylate conforming to ASTM D 788 or equivalent. The optical performance of road studs shall be confirming to clause 804.4 of MORTH specifications. Nos 33 232 7,733.33 NHAI Policy Circular No. 12.38 Dated: 19.03.2025

9 Road Delineators: Supplying and Installation of delineators (road way indicators, hazard markers, object markers) confirming to IRC 79, 80 to 90 cm high above ground level with about 200 to 300mm base which can be anchored on to the ground. The delineator shall have an ellipsoidal or circular shape made of mild steel with pure polyester powder coating with minimum thickness of powder coating of not less than 40 micron. The delineator shall have minimum three reflective sheeting bands of 150mm height confirming to Type XI sheeting specifications as per IRC 67. Nos 8 1270 10,160.00 NHAI Policy Circular No. 12.38 Dated: 19.03.2025

10 Street Lighting - Supply and Installtion of Double arm Solar street lights - Supply of 2x 80w (+/-5w) Stand alone Solar Streetlight System having 2 days backup and Suitable for dimming a) Streetlight Luminaire shall have minimum 12,500 Lumens System output, greater than 160 Lumens Per watt system efficiency, IP66 & IK10 Protection, luminaire made Corrosion proof coated Pressure Diecast aluminum Housing and individual lens for each LED embedded on PC cover. 75,000 burning hours life - 1no b) Solar Panel of 300 - 340Wp Mono- Crystalline 36V with excellent aging resistance and UV endurance to withstand harsh environment environmentally sealed to IP67- 1no c) The Batteries using in the system shall be of 25.6V 60Ah, 1536Whr Maintenance free Lithium Pherro Phospate battery having minimum 2000 cycles life - 1no d) The Charge controller using in the system shall be 400Wp MPPT type Programmable and dimmable via blue tooth app at site, > 93% efficiency, built in protection of Battery Reverse Polarity, Panel Reverse Polarity, Panel Reverse Current, Surge Protection at PV input, Battery Over Voltage, Load short circuit and fuse protection. The Charge Controller shall be kept inside the Pole Junction box e) Supply installation testing and commissioning of above mentioned Solar system on 9 metres height hot dip galvanized Octagonal Pole made of BSEN10025 GI with min top 90mm and bottom 190mm dia made of min 3mm sheet thickness, Base Plate 350x350x20mm, Mounting Brackets for holding Solar panels at the top, Galvanized Battery mounting box and Double arm bracket with all accessories for fixing luminaires as per structural stability design f) Foundation 500mm x 500mm x 1000mm below soil level and 300mm above ground level of M25 Grade and as per instructions by NHAI Nos 6 156400 938,400.00 Quotation

D Utility Shifting

1 Elecrical Utility shifting @Km.372+500 to 372+750 for Construction of Drain on LHS. LS 1 54866 54,866.00

Grand Total 7,719,119