Remaining Work on SH-21A to Palri Kallan Via Bikharniya Kallan Road Km 9/350 to to 9/710 (Bikharniya Khurd) and 13/615 to 13/940 (Chhabasar) Including Approach Roads

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Tender Inviting Authority: EXECUTIVE ENGINEER PWD DIVISION DEGANA

Name of Work :- Remaining Work on SH-21A to Palri Kallan Via Bikharniya Kallan Road Km 9/350 to to 9/710 (Bikharniya Khurd) & 13/615 to 13/940 (Chhabasar) Including Approach Roads

Contract No: NIT-NO-03/2026-27 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 rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material up to a lead of 1000m including removal and disposal of top organic soil not exceeding in 150 mm thickness as per MoRTH specification clause 201 By mechanical Means. In area of light jungle 0.36 P.Hect. 9600 380 Excess(+) Full Conversion INR

2 Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per MoRTH specification clause 202. By Mechanical Means : Bituminous courses 256.88 P.Cum 130 380 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 Technical Specification Clause 301 to 305 2979.38 P.Cum 52 380 Excess(+) Full Conversion INR

4 Providing, laying, spreading & compacting specified graded sand, gravel as per Table 400-1,400-2 or any other coarse material as per design mix, as per CBR in sub base course including premixing the material at OMC in mechanical mixer(Pug mill), 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, labour, machinery, lighting, guarding, barricading & maintenance of diversion complete.[MoRTH specification : Clause 401]by mechanical means with all lead. 1193.7 P.Cum 650 380 Excess(+) Full Conversion INR

5 Providing, laying, spreading and compacting crushed graded stone aggregate of as per table 400-12 and 400-13 to Wet Mix Macadam specification including premixing the material with water to OMC in mechnical mix plant as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with paver finisher in sub base / base course on a well prepared surface and compacting with vibratory roller to achieve the desired density including lighting, guarding, barricading and maintance of diversion etc. (MoRTH specification : Clause 406) by mechanical means with all lead. 772.8 P.Cum 1400 380 Excess(+) Full Conversion INR

6 Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures including cleaning of road surface as per MoRTH specification CIause- 502,112. 7.0-10.0 kg/ 10Sqm 5060 P.Sqm 29 380 Excess(+) Full Conversion INR

7 Providing and applying tack coat with bitumen emulsion on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503,112 On existing BT surface 2.00 to 2 .50 kg /10sqm 5060 P.Sqm 9.9 380 Excess(+) Full Conversion INR

8 Providing and laying open graded premix carpet 20 mm thick (compacted) on prepared surface in a single course as wearing course, aggregates as per Table 500-23, heating bituminous binder @ 14.6 Kg/10 Sqm. and aggregates in Hot Mix Plant (including cost of antistripping compound, wherever required), transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller 8 - 10 tonne but excluding cost of tack and seal coat with all lead for mix of material (MoRTH Specification : Clause 510,112) with all lead In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E loader. with bitumen grade 60/70 (VG-30). 5060 P.Sqm 104 380 Excess(+) Full Conversion INR

9 Providing and applying premixed seal coat type "B" comprising of thin application of fine aggregate (0.06 Cum. per 10 Sqm) premix with 6.8 Kg. per 10 sqm bitumen binder (including cost of antistripping compound, wherever required) in mini hot mix plant 6-10 TPH and laying and rolling with power roller 8-10 tonne including all lead of mix material [MORTH Specification : Clause 511] with all lead with bitumen grade 60/70 (VG-30). 5060 P.Sqm 36.3 380 Excess(+) Full Conversion INR

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