Renewal of Road CC Block, CD Work and Protection Wall Under Special Repair Work PWD Dn. Degana.

Percentage BoQ At Par

Select, At Par, Excess (+), Less (-) IOCL Select Excess (+) Less (-) At Par (=)

Tender Inviting Authority: EXECUTIVE ENGINEER PWD DIVISION DEGANA

Name of Work :- Renewal of Road CC Block, CD Work & Protection Wall Under Special Repair Work PWD Dn. Degana.

Contract No: NIT-NO-04/2026-27 SR. NO. 01

Name of the Bidder/ Bidding Firm / Company :

Sl. No. Item Code / Make Quantity Units Estimated Rate in Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P

1 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201.By Mechanical Means In area of thorny jungle

1.1 Dudhras Phanta to Khariya Nada Vai Juni Bachhwari Road Km 0/0 to 2/0 0.88 P.Hect. 10374 380 Excess(+) Full Conversion INR

1.2 MDR-428 (Village Portion Sathana) 0.12 P.Hect. 10374 380 Excess(+) Full Conversion INR

2 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 MoRTH Specification Clause 301.3

2.1 Dudhras Phanta to Khariya Nada Vai Juni Bachhwari Road Km 0/0 to 2/0 140 P.Cum 25 380 Excess(+) Full Conversion INR

2.2 MDR-428 (Village Portion Sathana) 140 P.Cum 25 380 Excess(+) Full Conversion INR

3 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 50 m as per MoRTH Specification Clause 305.3

3.1 Dudhras Phanta to Khariya Nada Vai Juni Bachhwari Road Km 0/0 to 2/0 315 P.Cum 44 380 Excess(+) Full Conversion INR

3.2 MDR-428 (Village Portion Sathana) 420 P.Cum 44 380 Excess(+) Full Conversion INR

4 Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202 By Mechanical Means Bituminous Courses

4.1 Dudhras Phanta to Khariya Nada Vai Juni Bachhwari Road Km 0/0 to 2/0 63 P.Cum 69 380 Excess(+) Full Conversion INR

5 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 MoRTH Specification Clause 202.ByMechanicalMeans

5.1 MDR-428 (Village Portion Sathana) 76 P.Cum 252 380 Excess(+) Full Conversion INR

6 Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately

6.1 Dudhras Phanta to Khariya Nada Vai Juni Bachhwari Road Km 0/0 to 2/0 63 P.Cum 515 380 Excess(+) Full Conversion INR

7 Granular Sub-base with Well Graded Material (Table 400-1) By Mix in Place Method. Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401.For All Rajasthan except Bikaner, Churu, Hanumangarh and Sri Ganganagar. For Grading III Material

7.1 Dudhras Phanta to Khariya Nada Vai Juni Bachhwari Road Km 0/0 to 2/0 785.5 P.Cum 407 380 Excess(+) Full Conversion INR

8 Granular Sub-Base with Close Graded Material (Table:- 400-1) Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means with a lead of 1 Km. For All Rajasthan except Bikaner, Churu, Hanumangarh and Sri Ganganagar, For Grading-III Material

8.1 MDR-428 (Village Portion Sathana) 285 P.Cum 738 380 Excess(+) Full Conversion INR

9 Water Bound Macadam Sub-base/base with Stone Screening WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. using Crusher borken aggregate For All Rajasthan except Bikaner, Churu, Hanumangarh and Sri Ganganagar By Mechanical Means

9.1 Dudhras Phanta to Khariya Nada Vai Juni Bachhwari Road Km 0/0 to 2/0 461.25 P.Cum 1002 380 Excess(+) Full Conversion INR

10 Dry Lean Cement Concrete, Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a fully automatic computerised batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. For All Rajasthan except Bikaner.

10.1 MDR-428 (Village Portion Sathana) 140 P.Cum 2418 380 Excess(+) Full Conversion INR

11 Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per MoRTH specification Clause 404

11.1 Dudhras Phanta to Khariya Nada Vai Juni Bachhwari Road Km 0/0 to 2/0 300 P.Sqm 125 380 Excess(+) Full Conversion INR

12 Maintenace of bituminous surface road Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B as per MoRTH specification Clause 3004.2

12.1 Dudhras Phanta to Khariya Nada Vai Juni Bachhwari Road Km 0/0 to 2/0 450 P.Sqm 193 380 Excess(+) Full Conversion INR

13 Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) using truck mounted sprayer including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502

13.1 Dudhras Phanta to Khariya Nada Vai Juni Bachhwari Road Km 0/0 to 2/0 4500 P.Sqm 28 380 Excess(+) Full Conversion INR

14 Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503.

14.1 Dudhras Phanta to Khariya Nada Vai Juni Bachhwari Road Km 0/0 to 2/0 3750 P.Sqm 8.75 380 Excess(+) Full Conversion INR

15 Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503.

15.1 Dudhras Phanta to Khariya Nada Vai Juni Bachhwari Road Km 0/0 to 2/0 4500 P.Sqm 10 380 Excess(+) Full Conversion INR

16 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRTH Specification Clause 510.Case - II By Mechanical Means.(ii) Bitumen (VG-30)

16.1 Dudhras Phanta to Khariya Nada Vai Juni Bachhwari Road Km 0/0 to 2/0 8250 P.Sqm 124 380 Excess(+) Full Conversion INR

17 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRTH Specification Clause 511.B. By Mechanical Means Case - II : Type B.Bitumen (VG-30)

17.1 Dudhras Phanta to Khariya Nada Vai Juni Bachhwari Road Km 0/0 to 2/0 8250 P.Sqm 41 380 Excess(+) Full Conversion INR

18 High Abgasion Resistance Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks) Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 100 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602. with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks Category 'B' : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004

18.1 Dudhras Phanta to Khariya Nada Vai Juni Bachhwari Road Km 0/0 to 2/0 1650 P.Sqm 975 380 Excess(+) Full Conversion INR

18.2 MDR-428 (Village Portion Sathana) 1400 P.Sqm 975 380 Excess(+) Full Conversion INR

19 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 R.C.C grade M 20 For All Rajasthan except Bikaner, Hanumangarh and Sri Ganganagar size 450x 450 mm

19.1 Dudhras Phanta to Khariya Nada Vai Juni Bachhwari Road Km 0/0 to 2/0 18 P.Cum 2959 380 Excess(+) Full Conversion INR

20 Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth

20.1 MDR-428 (Village Portion Sathana) 121.5 P.Cum 137 380 Excess(+) Full Conversion INR

21 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 For All Rajasthan except Bikaner, Hanumangarh and Sri Ganganagar Nominal mix 1:3:6

21.1 MDR-428 (Village Portion Sathana) 30 P.Cum 2584 380 Excess(+) Full Conversion INR

22 Providing and fixing stone slab covering over drains (Kota/Bijoliya Quarry) having thickness 75 mm to 150 mm including filling of joints in cement mortar 1:3 with 50 mm thick cement concrete flooring in 1:2:4 mix complete with good finish as per approved drawings and specifications. for drain Opeining Size 451 to 600 mm Stone Patty drain cover size 1000mm x 600mm x 100mm

22.1 MDR-428 (Village Portion Sathana) 270 P.Sqm 870 380 Excess(+) Full Conversion INR

23 Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT / NIT / Government Engineer College complete in all respect as per specifications. Size 0.60 M x 0.60 M

23.1 MDR-428 (Village Portion Sathana) 7.5 Rmtr 6679 380 Excess(+) Full Conversion INR

23.2 CD Work on VR-2612 NH-89 Thanwala to Tanwaron ki Dhani Via Devandi Road Km 1/100 15 Rmtr 6679 380 Excess(+) Full Conversion INR

24 Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth

24.1 MDR-428 (Village Portion Sathana) 27.3 P.Cum 137 380 Excess(+) Full Conversion INR

24.2 MDR-428 (Near Village Thanwala) 168.35 P.Cum 137 380 Excess(+) Full Conversion INR

24.3 CD Work on VR-719 Thanwala-Lakhina KM 2/400 91 P.Cum 137 380 Excess(+) Full Conversion INR

24.4 CD Work on VR-2416 Killa to Lakhina Via Jinja ki Dhani KM 1/400 68.25 P.Cum 137 380 Excess(+) Full Conversion INR

24.5 CD Work on VR-2612 NH-89 Thanwala to Tanwaron ki Dhani Via Devandi Road Km 1/100 77.35 P.Cum 137 380 Excess(+) Full Conversion INR

25 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 For All Rajasthan except Bikaner, Hanumangarh and Sri Ganganagar Nominal mix 1:3:6

25.1 MDR-428 (Village Portion Sathana) 5.85 P.Cum 2584 380 Excess(+) Full Conversion INR

25.2 MDR-428 (Near Village Thanwala) 33.3 P.Cum 2584 380 Excess(+) Full Conversion INR

25.3 CD Work on VR-719 Thanwala-Lakhina KM 2/400 18 P.Cum 2584 380 Excess(+) Full Conversion INR

25.4 CD Work on VR-2416 Killa to Lakhina Via Jinja ki Dhani KM 1/400 13.5 P.Cum 2584 380 Excess(+) Full Conversion INR

25.5 CD Work on VR-2612 NH-89 Thanwala to Tanwaron ki Dhani Via Devandi Road Km 1/100 15.3 P.Cum 2584 380 Excess(+) Full Conversion INR

26 Stone masonry in cement mortar for substructure complete as per drawing & MoRTH specification Clauses 1402, 1405 & 2200 and including Weepholes as per MoRTH specifications Clauses 2706 For All Rajasthan except Hanumangarh Random rubble masonry In 1:4 cement mortar.

26.1 MDR-428 (Village Portion Sathana) 54.45 P.Cum 2807 380 Excess(+) Full Conversion INR

26.2 MDR-428 (Near Village Thanwala) 335.31 P.Cum 2807 380 Excess(+) Full Conversion INR

26.3 CD Work on VR-719 Thanwala-Lakhina KM 2/400 181.25 P.Cum 2807 380 Excess(+) Full Conversion INR

26.4 CD Work on VR-2416 Killa to Lakhina Via Jinja ki Dhani KM 1/400 135.94 P.Cum 2807 380 Excess(+) Full Conversion INR

26.5 CD Work on VR-2612 NH-89 Thanwala to Tanwaron ki Dhani Via Devandi Road Km 1/100 154.06 P.Cum 2807 380 Excess(+) Full Conversion INR

27 Plastering with cement mortar (1:4), 20 mm thick on Stone work.

27.1 MDR-428 (Village Portion Sathana) 30 P.Sqm 132 380 Excess(+) Full Conversion INR

27.2 MDR-428 (Near Village Thanwala) 277.5 P.Sqm 132 380 Excess(+) Full Conversion INR

27.3 CD Work on VR-719 Thanwala-Lakhina KM 2/400 150 P.Sqm 132 380 Excess(+) Full Conversion INR

27.4 CD Work on VR-2416 Killa to Lakhina Via Jinja ki Dhani KM 1/400 112.5 P.Sqm 132 380 Excess(+) Full Conversion INR

27.5 CD Work on VR-2612 NH-89 Thanwala to Tanwaron ki Dhani Via Devandi Road Km 1/100 127.5 P.Sqm 132 380 Excess(+) Full Conversion INR

28 Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6 50 mm thick

28.1 MDR-428 (Village Portion Sathana) 13.5 P.Sqm 211 380 Excess(+) Full Conversion INR

28.2 MDR-428 (Near Village Thanwala) 83.25 P.Sqm 211 380 Excess(+) Full Conversion INR

28.3 CD Work on VR-719 Thanwala-Lakhina KM 2/400 45 P.Sqm 211 380 Excess(+) Full Conversion INR

28.4 CD Work on VR-2416 Killa to Lakhina Via Jinja ki Dhani KM 1/400 33.75 P.Sqm 211 380 Excess(+) Full Conversion INR

28.5 CD Work on VR-2612 NH-89 Thanwala to Tanwaron ki Dhani Via Devandi Road Km 1/100 38.25 P.Sqm 211 380 Excess(+) Full Conversion INR

29 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905. NP-3, 300 mm dia

29.1 MDR-428 (Village Portion Sathana) 15 Rmtr 612 380 Excess(+) Full Conversion INR

29.2 MDR-428 (Near Village Thanwala) 60 Rmtr 612 380 Excess(+) Full Conversion INR

29.3 CD Work on VR-719 Thanwala-Lakhina KM 2/400 60 Rmtr 612 380 Excess(+) Full Conversion INR

29.4 CD Work on VR-2416 Killa to Lakhina Via Jinja ki Dhani KM 1/400 70 Rmtr 612 380 Excess(+) Full Conversion INR

30 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 MoRTH Specification Clause 801

30.1 Ordinary Km. Stone for NH

30.11 Dudhras Phanta to Khariya Nada Vai Juni Bachhwari Road Km 0/0 to 2/0 3 Each 1869 380 Excess(+) Full Conversion INR

30.2 200 M. Stone.

30.21 Dudhras Phanta to Khariya Nada Vai Juni Bachhwari Road Km 0/0 to 2/0 8 Each 388 380 Excess(+) Full Conversion INR

31 Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing and Specifications.900 mm equilateral triangle.

31.1 Dudhras Phanta to Khariya Nada Vai Juni Bachhwari Road Km 0/0 to 2/0 4 No 1461 380 Excess(+) Full Conversion INR

32 Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Specification with size more than 0.9 sqm size board

32.1 Dudhras Phanta to Khariya Nada Vai Juni Bachhwari Road Km 0/0 to 2/0 1.08 P.Sqm 2891 380 Excess(+) Full Conversion INR

33 Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya Sadak Yojana informatory sign board with logo for roads funded by State road fund having M.S. Definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 cement concrete block 45 cm x 45 cm x 60 cm, 60 cm below ground level including lettering / writing and painting etc. complete in all respect.as per MoRTH Specification Clause 801.

33.1 Dudhras Phanta to Khariya Nada Vai Juni Bachhwari Road Km 0/0 to 2/0 1 Each 10045 380 Excess(+) Full Conversion INR

33.2 MDR-428 (Village Portion Sathana) 1 Each 10045 380 Excess(+) Full Conversion INR

34 Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Specification upto 0.9 sqm size board

34.1 MDR-428 (Village Portion Sathana) 1.08 P.Sqm 2624 380 Excess(+) Full Conversion INR

35 Note : GST will be paid extra as per Govt. Rule. This is 18% at present i.e. 1734038.82 totaling to NIT amount 11367587.82

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