Construction of CC road from km.539.40 to 539.80 Km of Aurad Sadashivgad SH-34 road in Dharwad Taluk.

FOR TENDERS upto RS.200.00 LAKHS 18600.84

Tender amount 12093277.27 120.94 For Milestone 1: 3627.98 Rs. per day

EMD 1.5% 181399.16 200000 For Milestone 2: 3627.98 Rs. per day

Completion period 6.00 100000 For Milestone 3: 4837.31 Rs. per day

Annual turnover 241.88 100000

Similar nature work 60.47 0.00

LOC Liquidity assets 60.47

Estimated quantities 80%quantities

Total Quantity 80% Quantity

Order Item Details Floor/Lift No. Base Rate Final Rate (Excluding GST) Quantity Net Amount (Excluding GST) Actions 80% 15%

Item Code : 1.14.1 0 0.00

Item Description : Mechanical Means - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m 0 0.00 PCC/RCC/PQC 1236.32

Unit : m³ 0 0.00

Rate Analaysis Performed ?: Yes 0 0.00

2 Category : Vol - 3 -Chapter -6- CEMENT CONCRETE PAVEMENTS --- 4698 4932.9 443.56 2188037.12 354.848 18.09

Item Code : 6.3 0 0.00

Item Description : Construction of Fly Ash Dry Lean cement concrete Sub-Base. - Construction of Dry lean cement concrete sub-base over a prepared sub grade with coarse and fine aggregates confirming to IS 383:2016 the size of coarse aggregates not exceeding 25mm replacing cement by fly ash to the extent of 20 percent, aggregate cement ratio not to exceed 12:1 aggregates gradation after blending to be as per table 600-1, cement & cementitious content not to be less than 140 kg/m3, optimum moisture content to be determined during trial length construction , concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. Ref to MoRT&H : IRC - IRC SP 49:2014 0 0.00

Unit : m³ 0 0.00

Rate Analaysis Performed ?: Yes 0 0.00

3 Category : Vol - 3 -Chapter -6- CEMENT CONCRETE PAVEMENTS --- 7808 8198.4 1096.9 8992824.96 877.52 74.36

Item Code : 6.2.2 0 0.00

Item Description : Pavement Quality Concrete using paver - M40 Grade - Construction of M40 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base in recommended proportions, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a slip form paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, curing compound, steel channels, finishing to lines and grades as per drawing OPC @ 315 kg/m3 & GGBS @ 105 kg/m3 0 0.00

Unit : m³ 0 0.00

Rate Analaysis Performed ?: Yes 0 0.00

4 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 530 556.5 133.5 74292.75 106.8 0.61

Item Code : 8.15 0 0.00

Item Description : Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface - Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. Ref to MoRT&H : IRC - 803 0 0.00

Unit : m² 0 0.00

Rate Analaysis Performed ?: Yes 0 0.00

5 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 3591 3770.55 2 7541.1 1.6 0.06

Item Code : 8.6.A.iv 0 0.00

Item Description : Retro-Reflectorised Traffic Signs - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. - 60 cm equilateral triangle 0 0.00

Unit : each 0 0.00

Rate Analaysis Performed ?: Yes 0 0.00

6 Category : Vol - 1 -Chapter -II- Concrete Works 0 5918 6213.9 1.44 8948.02 1.152 0.07

Item Code : 2.1.3 0 0.00

Item Description : Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. - Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates 0 0.00

Unit : m³ 0 0.00

Rate Analaysis Performed ?: Yes 0 0.00

7 Category : Vol - 1 -Chapter -II- Concrete Works 0 6221 8818.27 1.82 16049.25 1.456 0.13

Item Code : 2.4.2 0 0.00

Item Description : Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. - M 20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 0 0.00

Unit : m³ 0 0.00

Rate Analaysis Performed ?: Yes 0 0.00

8 Category : Vol - 1 -Chapter -II- Concrete Works 0 6221 6858.65 1.68 11522.53 1.344 0.10

Item Code : 2.4.2 0 0.00

Item Description : Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. - M 20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 0 0.00

Unit : m³ 0 0.00

Rate Analaysis Performed ?: Yes 0 0.00

9 Category : Vol - 1 -Chapter -II- Concrete Works 0 69749 73236.45 0.85 62250.98 0.68 0.51

Item Code : 2.11.h 0 0.00

Item Description : Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures 0 0.00

Unit : t 0 0.00

Rate Analaysis Performed ?: Yes 0 0.00

10 Category : Vol - 2 -Chapter -11- Steel and Aluminium Work 0 136 142.8 2004 286171.2 1603.2 2.37

Item Code : 11.25.2 0 0.00

Item Description : Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. 0 0.00

Unit : kg 0 0.00

Rate Analaysis Performed ?: Yes 0 0.00

11 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 2212 2322.6 30 69678 24 0.58

Item Code : 8.29.i 0 0.00

Item Description : Cable Duct Across the Road - Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. - Single row for one utility service 0 0.00

Unit : m 0 0.00

Rate Analaysis Performed ?: Yes 0 0.00

12 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 365 383.25 165 63236.25 132 0.52

Item Code : 8.43 0 0.00

Item Description : Supplying and Fixing of Molded Shank Raised Pavement Markers / Cats Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturers recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Ref to MoRT&H : IRC - MoRTH 806 0 0.00

Unit : No. 0 0.00

Rate Analaysis Performed ?: Yes 0 0.00

13 Category : Vol - 2 -Chapter -19- Dismantling & Demolition 0 2426 2547.3 1.58 4024.73 1.264 0.03

Item Code : 19.3 0 0.00

Item Description : Demolishing R.C.C. work manually/ by mechanical means including stack- ing of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. 0 0.00

Unit : m³ 0 0.00

Rate Analaysis Performed ?: Yes 0 0.00

14 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 900 945 20 18900 16 0.16

Item Code : 8.53 0 0.00

Item Description : Providing & fixing Polymer rubberised factory made Black & Yellow coloured Speed retarders/Breakers with width 350mm & Height 50mm as per IRC 99:2018 with load carrying capacity upto 30t in local streets, parking arena and in areas with speed limit of 20 kmph as per direction of Engineer in-charge. Ref to MoRT&H : IRC - RC 99 : 2018 0 0.00

Unit : m 0 0.00

Rate Analaysis Performed ?: Yes 0 0.00

15 Category : Vol - 5 -Chapter -10- PVC PIPE WORKS --- 1192 1251.6 30 37548 24 0.31

Item Code : 10.3.5 0 0.00

Item Description : Providing UPVC FOAM CORE pipes conforming to IS 16098 P-1 2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. complete. for: Pipes of SN4 Self Fit - 250mm dia. 0 0.00

Unit : m 0 0.00

Rate Analaysis Performed ?: Yes 0 0.00

16 Category : Vol - 5 -Chapter -16- SANITARY WORKS --- 1233 1294.65 20 25893 16 0.21

Item Code : 16.61.2 0 0.00

Item Description : Supply and fixing of SFRC machinhole cover (Medium Duty) made as per IS to suit existing damaged machinhole cover after removing the debries from inside and outside the existing machinhole etc. with all lead and lifts. Heavy Duty 0 0.00

Unit : each 0 0.00

Rate Analaysis Performed ?: Yes 0 0.00

17 Category : Vol - 3 -Chapter -6- CEMENT CONCRETE PAVEMENTS --- 1161 1219.05 48 58514.4 38.4 0.48

Item Code : 6.8.2 0 0.00

Item Description : Precast Cement Concrete Interlocking Blocks - Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification). Ref to MoRT&H : IRC - IRC SP 63:2018 0 0.00

Rate Analaysis Performed ?: Yes