NIT NO: 316/TC/2026-27

Nit schedule for upgradation of Bilaspur Link Road Length 2.50 km.

Say Rs. 344.93 Lacs

S No Department SOR Year Item Code Particulars Unit Rate Qty Amount Ref. S.No CREDIT ITEM (0/1) Calc Field (Y/N)

1 PWD PWD ROAD 2015 4.15 Providing & laying precast interlocking concrete blocks of minimum compressive strength of 300 kg/sq.cm and approved size , shape/ pattern over coarse sand bed of thickness upto 40 mm and joints thick filled with fine sand including leveling with surface vibrator, temping and sweeping etc. complete as per IRC-SP-63-2004 E) Removing of existing laid 60mm/80mm thick precast interlocking concrete paver blocks without any damaged in any shape and pattern, over coarse sand bed with stacking of block in proper manner with in the lead of 100.00 mt inclusive of all labour etc. complete the work sqm 36 1110 0 0 N

2 PWD PWD ROAD 2015 F) Laying only of paver block 60mm/80min thick precast interlocking concrete blocks in any shape/pattern, including and over 50 mm thick average coarse sand bed with joints of 3mm thick filled by fine sand including leveling with surface vibrator, temping and sweeping etc. complete for the work. sqm 104 110 0 0 N

3 PWD PWD ROAD 2015 2.5 Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200. A) Bituminous courses cum 542 11.88 0 0 N

4 PWD PWD ROAD 2015 B) Granular courses cum 390 17.82 0 0 N

5 PWD PWD ROAD 2015 3.2 Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300. cum 95 711 0 0 N

6 PWD PWD ROAD 2015 3.15 Compacting Original Ground ( i ) Compacting Original Ground supporting sub-grade Loosening of the ground upto a level of 500 mm below the subgrade level , watered, graded and compacted in layers to meet requirement of table 300-2 for sub grade construction cmd College Near Chinar Complex cum 50 208.8 0 0 N

7 PWD PWD ROAD 2015 0.9 Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 A Plant mix method (with Mechanically crushed stone only) (a) For Lower Sub-base with (i) Grading-III Material cum 1423 173.32 246629 0 0 N

8 PWD PWD ROAD 2015 b) For Sub-base cum drainage layer or upper sub-base with (i) Grading-V Material cum 1372 133.32 0 0 N

9 PWD PWD ROAD 2015 3.11 Scarifying existing bituminous surface to a depth of 50 mm (Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material with in all lifts and lead up to1000 meters) as per clause 305.4.3. sqm 23 1233.75 0 0 N

10 PWD PWD ROAD 2015 4.1 Wet Mix Macadam (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 as per clause 406.) cum 1434 452.18 648419 0 0 N

11 PWD PWD ROAD 2015 5.1 prime coat (Providing and applying primer coat with oil based bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per clause 502. (i) on WBM/WMM surface @0.85 Kg/sqm. sqm 64 2566.95 0 0 N

12 PWD PWD ROAD 2015 5.2 5.2 Tack coat Providing and applying tack coat with bitumen emulsion(RS-1, grade confirming to IS:8887) using emulsion pressuredistributor on the prepared bituminous/granular surface cleaned withmechanical broom and as per clause 503. (i) Bituminous surface @ 0.25 kg /Sqm sqm 15 39622.15 0 0 N

PWD PWD ROAD 2015 ii) Granular surfaces treated with primes @ 0.30 kg /Sqm sqm 17 2566.95 0 0 N

13 PWD PWD ROAD 2015 5.4 Dense Bituminous Macadam (Providing and laying dense bituminous macadam with minimum 40-60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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.) B With mechanical paver finisher ii) for Grading-II(26.5 mm nominal size bitumen content 4.50%) cum 7916 1292.91 0 0 N

14 PWD PWD ROAD 2015 5.5 Bituminous Concrete (Providing and laying bituminous concrete with minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total mix 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) B With mechanical paver finisher iii) for Grading II (13.2 mm nominal size) with bitumen 6.0 % cum 9812 1161.67 11398296 0 0 N

15 PWD PWD BLD 2015 17.1.2 Repairs to plaster in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls with cement mortar 1:4 (1 cement : 4 fine sand) complete including disposal of rubbish to the dumping ground within 50metres lead : 7.1.2 Thickness more than 15mm and upto 20mm sqm 148 505.85 74865 0 0 N

16 PWD PWD ROAD 2015 8.8 Painting on Concrete Surfaces One coat on old surfaces ( Painting one or two coats after cleaning all dirt & dust, filling the surface with synthetic enamel paint in all shades on old concrete surfaces) sqm 48 3372.3 0 0 N

18 PWD PWD ROAD 2015 3.25 Construction of RCC Drain/Cover/Chamber ii) Construction of RCC drain/chamber cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement. with RCC M-20 cum 4146 272.85 0 0 N

19 PWD PWD ROAD 2015 iii) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications.F41 meter 56301 3.29 184960 0 0 N

20 PWD PWD BLD 2015 8.52.1 Providing, and fixing M.S. round and square bars with MS flat of required pattern in wooden frames for windows & clerestory windows including applying a priming coat of red oxide zinc chromate primer, welding etc complete 8.52.1 Plain grill kg 68 116925.6 0 0 N

21 PWD PWD ROAD 2015 8.9 painting on Steel Surfaces (Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade) sqm 50 2447.28 0 0 N

22 PWD PWD ROAD 2015 8.47 The Median Marker shall be made of tough, high impact resistant, injection-molded, thermoplastic body with an isosceles trapezoidal structure of length, width and height not less than 15cm, 10cm and 10cm respectively and thickness not less than 1.8mm. The logo of the manufacturer shall be embossed on either side of the body. The Median Marker shall have fluorescent yellow color retro-reflective sheeting, with fully reflective micro prismatic cube corners as its retro-reflective elements and meets IRC 67-2010 type XI specifications, of size not less than 3.5”x 3.5” on both sides of the body. The edges of this retro-reflective sheeting shall be protected in such a way that they are not exposed. Median Marker shall be fixed by a combination of epoxy adhesive and grouting. each 750 560 0 0 N

23 PWD PWD ROAD 2015 8.13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-1997. The finished surface to be level, uniform and free from streaks and holes.) sqm 707 1078.24 0 0 N

Say Rs. 344.93 Lacs