Pradhan Mantri Gram Sadak Yojana-PMGSY has published Pkg Xiii Construction Of 20Mtr Span Steel Bridge Over Taklak Khola - Ii In West Sikkim. Submission Date for this Tender is 06-07-2021. Bridge Work Tenders in West Sikkim Sikkim. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 03-Jun-2021 | Postponement of E-Tender | Date | 25-06-2021 |
| 2 | 14-Jun-2021 | POSTPONMENT | Date | 06-07-2021 |
| Name of Work:L070-Rinchepong Meyong SPWd Road to Taklak Meyong,20mtr span steel Bridge over Taklak Khola - II in West Sikkim. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1.01 | 20 mtr span steel bridge over Taklak Khola-II | BI01010001010000000000000515BI0100002487 | ||
| 2 | 1.02 | (ii) Excavation in Hilly Areas in Soil by mechanical means. | BI01010001010000000000000515BI0100002488 | ||
| 3 | 1.03 | (A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1 | BI01010001010000000000000515BI0100002489 | 2100 | Cum |
| 4 | 1.04 | Construction of Embankment with material obtained from Roadway cutting | BI01010001010000000000000515BI0100002490 | ||
| 5 | 1.05 | Construction of Embankment with approved material deposite at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical specification Clause 301.5 | BI01010001010000000000000515BI0100002491 | 180 | Cum |
| 6 | 1.06 | Compacting Original Ground. | BI01010001010000000000000515BI0100002492 | ||
| 7 | 1.07 | (ii) Compacting original ground supporting subgrade. | BI01010001010000000000000515BI0100002493 | ||
| 8 | 1.08 | Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers for subgrade construction as per Technical Specification Clause 303.5.2. | BI01010001010000000000000515BI0100002494 | 600 | Sqm |
| 9 | 1.09 | Granular Sub-Base with well graded material (Table 400.1) | BI01010001010000000000000515BI0100002495 | ||
| 10 | 1.1 | (A) By Mix in Place Method. | BI01010001010000000000000515BI0100002496 | ||
| 11 | 1.11 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in-place method with rotavator at OMC, and compacting with smooth wheeled roller to achieve the desired density, complete as per technical specification clause 401. | BI01010001010000000000000515BI0100002497 | ||
| 12 | 1.12 | (i) For Grading I Material. | BI01010001010000000000000515BI0100002498 | 75 | Cum |
| 13 | 1.13 | Water Bound Macadam with Crushable Screenings | BI01010001010000000000000515BI0100002499 | ||
| 14 | 1.14 | (2) WBM Grading 2 | BI01010001010000000000000515BI0100002500 | ||
| 15 | 1.15 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. | BI01010001010000000000000515BI0100002501 | ||
| 16 | 1.16 | (A) By manual means. | BI01010001010000000000000515BI0100002502 | 45 | Cum |
| 17 | 1.17 | (3) WBM Grading 3 | BI01010001010000000000000515BI0100002503 | ||
| 18 | 1.18 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | BI01010001010000000000000515BI0100002504 | ||
| 19 | 1.19 | (A) By manual means. | BI01010001010000000000000515BI0100002505 | 45 | Cum |
| 20 | 1.2 | Prime Coat | BI01010001010000000000000515BI0100002506 | ||
| 21 | 1.21 | (i) Low porosity | BI01010001010000000000000515BI0100002507 | ||
| 22 | 1.22 | Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502. | BI01010001010000000000000515BI0100002508 | 462.5 | Sqm |
| 23 | 1.23 | Tack Coat | BI01010001010000000000000515BI0100002509 | ||
| 24 | 1.24 | (iii) 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 surface treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100002510 | 462.5 | Sqm |
| 25 | 1.25 | 20mm thick Open-Graded Premix Carpet | BI01010001010000000000000515BI0100002511 | ||
| 26 | 1.26 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 | BI01010001010000000000000515BI0100002512 | ||
| 27 | 1.27 | By Manual Means | BI01010001010000000000000515BI0100002513 | 462.5 | Sqm |
| 28 | 1.28 | Seal Coat | BI01010001010000000000000515BI0100002514 | ||
| 29 | 1.29 | 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 Technical Specification Clause 510 | BI01010001010000000000000515BI0100002515 | ||
| 30 | 1.3 | Type B(ii) Bitumen (S-65) | BI01010001010000000000000515BI0100002516 | 462.5 | Sqm |
| 31 | 1.31 | Construction of earthen shoulder. | BI01010001010000000000000515BI0100002517 | ||
| 32 | 1.32 | Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compavted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1. | BI01010001010000000000000515BI0100002518 | 45.375 | Cum |
| 33 | 1.33 | Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by manual means | BI01010001010000000000000515BI0100002519 | ||
| 34 | 1.34 | i) Loading of aggregates | BI01010001010000000000000515BI0100002520 | 211.439 | Cum |
| 35 | 1.35 | ii) Loading of sand | BI01010001010000000000000515BI0100002521 | 31.525 | Cum |
| 36 | 1.36 | Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by Mechanical means | BI01010001010000000000000515BI0100002522 | ||
| 37 | 1.37 | iii) Unloading of aggregates | BI01010001010000000000000515BI0100002523 | 211.439 | Cum |
| 38 | 1.38 | iii) Unloading of sand | BI01010001010000000000000515BI0100002524 | 31.525 | Cum |
| 39 | 1.39 | Loading and unloading of Bitumen drums by manual means including a lead upto 30m | BI01010001010000000000000515BI0100002525 | ||
| 40 | 1.4 | i) Loading of Bitumen drums by manual means including a lead upto 30m | BI01010001010000000000000515BI0100002526 | 2.074 | ton |
| 41 | 1.41 | ii) Unloading of Bitumen drums by manual means including a lead upto 30m | BI01010001010000000000000515BI0100002527 | 2.074 | ton |
| 42 | 1.42 | Haulage excluding Loading and Unloading | BI01010001010000000000000515BI0100002528 | ||
| 43 | 1.43 | Haulage of materials by tipper excluding cost of loading, unloading and stacking | BI01010001010000000000000515BI0100002529 | ||
| 44 | 1.44 | Case-I : Surfaced road | BI01010001010000000000000515BI0100002530 | ||
| 45 | 1.45 | a) Sand lead distance 90 Km | BI01010001010000000000000515BI0100002531 | 5220 | T/Km |
| 46 | 1.46 | b) Aggregates ad distance 90 Km | BI01010001010000000000000515BI0100002532 | 33120 | T/Km |
| 47 | 1.47 | c) Bitumen ad distance 125 Km | BI01010001010000000000000515BI0100002533 | 259.28 | T/Km |
| 48 | 1.48 | Case-III : Katcha Track | BI01010001010000000000000515BI0100002534 | ||
| 49 | 1.49 | a) Sand lead distance 10 Km | BI01010001010000000000000515BI0100002535 | 580 | T/Km |
| 50 | 1.5 | b) Aggregates lead distance 10 Km | BI01010001010000000000000515BI0100002536 | 3680 | T/Km |
| 51 | 1.51 | c) Bitumen lead distance 0.0 Km | BI01010001010000000000000515BI0100002537 | ||
| 52 | 1.52 | Earthwork in excavation for structures as per drawing and technical Specification Clause 305.1. including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material. | BI01010001010000000000000515BI0100002538 | ||
| 53 | 1.53 | I. Ordinary soil (upto 3m depth) | BI01010001010000000000000515BI0100002539 | 209.55 | Cum |
| 54 | 1.54 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203. | BI01010001010000000000000515BI0100002540 | ||
| 55 | 1.55 | I. Pcc grade M10 Nominal mix 1 : 3 : 6 (hand mixing) | BI01010001010000000000000515BI0100002541 | 20.992 | Cum |
| 56 | 1.56 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 | BI01010001010000000000000515BI0100002542 | ||
| 57 | 1.57 | II. Course rubble masonry (2nd sort) | BI01010001010000000000000515BI0100002543 | 394.52 | Cum |
| 58 | 1.58 | Providing and laying filter media with granular crush aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind retaining wall to the full height compacted to firm condition complete as per drawing and technical specification clause 1204.3.8 | BI01010001010000000000000515BI0100002544 | 193.2 | Cum |
| 59 | 1.59 | Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4 | BI01010001010000000000000515BI0100002545 | ||
| 60 | 1.6 | I. Random rubble masonry | BI01010001010000000000000515BI0100002546 | 6.35 | Cum |
| 61 | 1.61 | Plastering with cement mortar ( 1:4) 15mm thick on Brick/Stone works as per drawing and technical specification clauses 613.4 and 1204 | BI01010001010000000000000515BI0100002547 | 62.65 | Sqm |
| 62 | 1.62 | Providing PCC M20 architectural coping on the top of retaining wall complete as per drawing and technical specification clause 615,710 and 1204.3.11 | BI01010001010000000000000515BI0100002548 | 36.5 | Rm |
| 63 | 1.63 | Loading and unloading by manual means | BI01010001010000000000000515BI0100002549 | ||
| 64 | 1.64 | i) Loading of masonry stone | BI01010001010000000000000515BI0100002550 | 465.18 | m3 |
| 65 | 1.65 | i) Loading of aggregates | BI01010001010000000000000515BI0100002551 | 253.82 | m3 |
| 66 | 1.66 | ii) Loading of sand | BI01010001010000000000000515BI0100002552 | 151.54 | m3 |
| 67 | 1.67 | Loading and unloading by Mechanical means | BI01010001010000000000000515BI0100002553 | ||
| 68 | 1.68 | iii) Unloading of masonry stone | BI01010001010000000000000515BI0100002554 | 465.18 | m3 |
| 69 | 1.69 | iii) Unloading of aggregates | BI01010001010000000000000515BI0100002555 | 253.82 | m3 |
| 70 | 1.7 | iii) Unloading of sand | BI01010001010000000000000515BI0100002556 | 151.54 | m3 |
| 71 | 1.71 | Loading and unloading of cement by manual means | BI01010001010000000000000515BI0100002557 | ||
| 72 | 1.72 | i) Loading of cement | BI01010001010000000000000515BI0100002558 | 73.9 | ton |
| 73 | 1.73 | ii) Unloading of cement | BI01010001010000000000000515BI0100002559 | 73.9 | ton |
| 74 | 1.74 | Haulage of materials by tipper excluding cost of loading, unloading and stacking | BI01010001010000000000000515BI0100002560 | ||
| 75 | 1.75 | Case-I : Surfaced road | BI01010001010000000000000515BI0100002561 | ||
| 76 | 1.76 | a) Sand lead distance 90 Km | BI01010001010000000000000515BI0100002562 | 26820 | T/Km |
| 77 | 1.77 | b) Aggregates lead distance 90 Km | BI01010001010000000000000515BI0100002563 | 40140 | T/Km |
| 78 | 1.78 | c) Cement lead distance 125Km | BI01010001010000000000000515BI0100002564 | 9237.5 | T/Km |
| 79 | 1.79 | d) Masonry stone lead distance 30 Km | BI01010001010000000000000515BI0100002565 | 23820 | T/Km |
| 80 | 1.8 | Case-III : Katcha Track | BI01010001010000000000000515BI0100002566 | ||
| 81 | 1.81 | a) Sand lead distance 10 Km | BI01010001010000000000000515BI0100002567 | 2980 | T/Km |
| 82 | 1.82 | b) Aggregates lead distance 10 Km | BI01010001010000000000000515BI0100002568 | 4460 | T/Km |
| 83 | 1.83 | c) Cement lead distance 0.0 Km | BI01010001010000000000000515BI0100002569 | ||
| 84 | 1.84 | d) Masonry stone lead distance 5.0Km | BI01010001010000000000000515BI0100002570 | 3970 | T/Km |
| 85 | 1.85 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 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. | BI01010001010000000000000515BI0100002571 | ||
| 86 | 1.86 | Ordinary soil | BI01010001010000000000000515BI0100002572 | ||
| 87 | 1.87 | Upto 3 m depth | BI01010001010000000000000515BI0100002573 | 657.316 | cum |
| 88 | 1.88 | 3 m to 6 m depth | BI01010001010000000000000515BI0100002574 | 154.489 | cum |
| 89 | 1.89 | Ordinary rock | BI01010001010000000000000515BI0100002575 | 438.211 | cum |
| 90 | 1.9 | Hard rock (requiring blasting) | BI01010001010000000000000515BI0100002576 | 102.993 | cum |
| 91 | 1.91 | Hard rock (blasting prohibited) | BI01010001010000000000000515BI0100002577 | ||
| 92 | 1.92 | Filling annular space around footing in rock as per technical specification Clause 1203.4.3. | BI01010001010000000000000515BI0100002578 | ||
| 93 | 1.93 | P.C.C grade M 15 (Nominal mix 1:2.5:5) | BI01010001010000000000000515BI0100002579 | 34.408 | cum |
| 94 | 1.94 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | BI01010001010000000000000515BI0100002580 | ||
| 95 | 1.95 | P.C.C grade M 15 | BI01010001010000000000000515BI0100002581 | ||
| 96 | 1.96 | Nominal mix (1:2.5:5) | BI01010001010000000000000515BI0100002582 | 15.708 | cum |
| 97 | 1.97 | R.C.C. grade M 30 | BI01010001010000000000000515BI0100002583 | 81.77 | cum |
| 98 | 1.98 | Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100002584 | 22.063 | MT |
| 99 | 1.99 | Sub Structure | BI01010001010000000000000515BI0100002585 | ||
| 100 | 2 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 | BI01010001010000000000000515BI0100002586 | ||
| 101 | 2.01 | For height upto 5 m | BI01010001010000000000000515BI0100002587 | ||
| 102 | 2.02 | R.C.C. grade M30 | BI01010001010000000000000515BI0100002588 | 63.77 | cum |
| 103 | 2.03 | For height 5 to 10 m | BI01010001010000000000000515BI0100002589 | 47.828 | cum |
| 104 | 2.04 | For heightabove 10 m | BI01010001010000000000000515BI0100002590 | 47.828 | cum |
| 105 | 2.05 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | BI01010001010000000000000515BI0100002591 | 28.697 | MT |
| 106 | 2.06 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | BI01010001010000000000000515BI0100002592 | 136 | Nos. |
| 107 | 2.07 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 | BI01010001010000000000000515BI0100002593 | ||
| 108 | 2.08 | Granular material | BI01010001010000000000000515BI0100002594 | 425.041 | cum |
| 109 | 2.09 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 | BI01010001010000000000000515BI0100002595 | 56.616 | cum |
| 110 | 2.1 | Supplying, fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE) and clause 2004 of MoRTH Specifications. | BI01010001010000000000000515BI0100002596 | 620 | tonne capacit |
| 111 | 2.11 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete, including all accessories as per drawings and technical specification Clause 1207.1 | BI01010001010000000000000515BI0100002597 | 20480 | cucm |
| 112 | 2.12 | Super Structure | BI01010001010000000000000515BI0100002598 | ||
| 113 | 2.13 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 | BI01010001010000000000000515BI0100002599 | ||
| 114 | 2.14 | R.C.C. Grade M 30 | BI01010001010000000000000515BI0100002600 | 48.342 | Cum |
| 115 | 2.15 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | BI01010001010000000000000515BI0100002601 | 6.043 | MT |
| 116 | 2.16 | Providing steel R.S.Js/ built-up steel sections including cutting, welding/rivetting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications clause 1205.6 | BI01010001010000000000000515BI0100002602 | 27.633 | MT |
| 117 | 2.17 | Drainage spouts complete as per drawing and technical specifications Clause 1209 | BI01010001010000000000000515BI0100002603 | 8 | Nos. |
| 118 | 2.18 | P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 | BI01010001010000000000000515BI0100002604 | ||
| 119 | 2.19 | Nominal mix (1:2.5:5) | BI01010001010000000000000515BI0100002605 | 3.833 | cum |
| 120 | 2.2 | Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 | BI01010001010000000000000515BI0100002606 | 12.18 | cum |
| 121 | 2.21 | Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5 | BI01010001010000000000000515BI0100002607 | 13 | Rm |
| 122 | 2.22 | Filler Joint | BI01010001010000000000000515BI0100002608 | ||
| 123 | 2.23 | Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications | BI01010001010000000000000515BI0100002609 | 11.6 | Rm |
| 124 | 2.24 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. | BI01010001010000000000000515BI0100002610 | 8.525 | cum |
| 125 | 2.25 | 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 penetration 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 Technical Specification Clause 508. | BI01010001010000000000000515BI0100002611 | ||
| 126 | 2.26 | (i) Bitumen (S-90) | BI01010001010000000000000515BI0100002612 | 170.5 | Sqm |
| 127 | 2.27 | 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 Technical Specification Clause 510 | BI01010001010000000000000515BI0100002613 | ||
| 128 | 2.28 | By Manual Means | BI01010001010000000000000515BI0100002614 | ||
| 129 | 2.29 | Case - II : Type B | BI01010001010000000000000515BI0100002615 | ||
| 130 | 2.3 | (I) Bitumen (S-90) | BI01010001010000000000000515BI0100002616 | 170.5 | Sqm |
| 131 | 2.31 | River Bank Protection Work | BI01010001010000000000000515BI0100002617 | ||
| 132 | 2.32 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 | BI01010001010000000000000515BI0100002618 | ||
| 133 | 2.33 | For 2 m height of Gabion toe wall for Length of 20 m on both side of abutment wall | BI01010001010000000000000515BI0100002619 | 180 | Cum |
| 134 | 2.34 | Launching & Erection of superstructure as guide line of IRC -87-2018,IRC-22-2015 and IRC-24-2010 and Technical specification MoRT&H | BI01010001010000000000000515BI0100002620 | 1 | Nos. |
| 135 | 2.35 | Load Carrying capacity of bridge as guide line of IRC SP 037-2010 | BI01010001010000000000000515BI0100002621 | 1 | Nos. |
| 136 | 2.36 | Loading of stone aggregates | BI01010001010000000000000515BI0100002622 | ||
| 137 | 2.37 | M15 grade concrete | BI01010001010000000000000515BI0100002623 | 43.159 | Cum |
| 138 | 2.38 | M25 grade concrete | BI01010001010000000000000515BI0100002624 | 10.962 | Cum |
| 139 | 2.39 | M30 grade concrete | BI01010001010000000000000515BI0100002625 | 260.583 | Cum |
| 140 | 2.4 | Bituminous Macadam | BI01010001010000000000000515BI0100002626 | 9.65 | Cum |
| 141 | 2.41 | Premix carpet | BI01010001010000000000000515BI0100002627 | 4.604 | Cum |
| 142 | 2.42 | Seal coat | BI01010001010000000000000515BI0100002628 | 1.023 | Cum |
| 143 | 2.43 | Unloading of stone aggregates | BI01010001010000000000000515BI0100002629 | ||
| 144 | 2.44 | M15 grade concrete | BI01010001010000000000000515BI0100002630 | 43.159 | Cum |
| 145 | 2.45 | M25 grade concrete | BI01010001010000000000000515BI0100002631 | 10.962 | Cum |
| 146 | 2.46 | M30 grade concrete | BI01010001010000000000000515BI0100002632 | 260.583 | Cum |
| 147 | 2.47 | Bituminous Macadam | BI01010001010000000000000515BI0100002633 | 9.65 | Cum |
| 148 | 2.48 | Premix carpet | BI01010001010000000000000515BI0100002634 | 4.604 | Cum |
| 149 | 2.49 | Seal coat | BI01010001010000000000000515BI0100002635 | ||
| 150 | 2.5 | Loading of sand | BI01010001010000000000000515BI0100002636 | ||
| 151 | 2.51 | M15 grade concrete | BI01010001010000000000000515BI0100002637 | 25.895 | Cum |
| 152 | 2.52 | M25 grade concrete | BI01010001010000000000000515BI0100002638 | 5.481 | Cum |
| 153 | 2.53 | M30 grade concrete | BI01010001010000000000000515BI0100002639 | 130.292 | Cum |
| 154 | 2.54 | Bituminous Macadam | BI01010001010000000000000515BI0100002640 | 2.413 | Cum |
| 155 | 2.55 | Seal coat | BI01010001010000000000000515BI0100002641 | 1.023 | Cum |
| 156 | 2.56 | Unloading of sand | BI01010001010000000000000515BI0100002642 | ||
| 157 | 2.57 | M15 grade concrete | BI01010001010000000000000515BI0100002643 | 25.895 | Cum |
| 158 | 2.58 | M25 grade concrete | BI01010001010000000000000515BI0100002644 | 5.481 | Cum |
| 159 | 2.59 | M30 grade concrete | BI01010001010000000000000515BI0100002645 | 130.292 | Cum |
| 160 | 2.6 | Bituminous Macadam | BI01010001010000000000000515BI0100002646 | 2.413 | Cum |
| 161 | 2.61 | Seal coat | BI01010001010000000000000515BI0100002647 | ||
| 162 | 2.62 | Loading of cement and stacking | BI01010001010000000000000515BI0100002648 | ||
| 163 | 2.63 | M15 grade concrete | BI01010001010000000000000515BI0100002649 | 14.836 | MT |
| 164 | 2.64 | M25 grade concrete | BI01010001010000000000000515BI0100002650 | 4.921 | MT |
| 165 | 2.65 | M30 grade concrete | BI01010001010000000000000515BI0100002651 | 124.501 | MT |
| 166 | 2.66 | Unloading of cement and stacking | BI01010001010000000000000515BI0100002652 | ||
| 167 | 2.67 | M15 grade concrete | BI01010001010000000000000515BI0100002653 | 17.264 | MT |
| 168 | 2.68 | M25 grade concrete | BI01010001010000000000000515BI0100002654 | 7.43 | MT |
| 169 | 2.69 | M30 grade concrete | BI01010001010000000000000515BI0100002655 | 205.571 | MT |
| 170 | 2.7 | Loading steel and stacking | BI01010001010000000000000515BI0100002656 | 59.643 | MT |
| 171 | 2.71 | Unloading steel and stacking | BI01010001010000000000000515BI0100002657 | 59.643 | MT |
| 172 | 2.72 | Loading Bitumen Drums and stacking | BI01010001010000000000000515BI0100002658 | ||
| 173 | 2.73 | Bituminous Macadam | BI01010001010000000000000515BI0100002659 | 0.614 | MT |
| 174 | 2.74 | Premix carpet | BI01010001010000000000000515BI0100002660 | 0.249 | MT |
| 175 | 2.75 | Seal coat | BI01010001010000000000000515BI0100002661 | 0.116 | MT |
| 176 | 2.76 | Unloading Bitumen Drums and stacking | BI01010001010000000000000515BI0100002662 | ||
| 177 | 2.77 | Bituminous Macadam | BI01010001010000000000000515BI0100002663 | 0.614 | MT |
| 178 | 2.78 | Premix carpet | BI01010001010000000000000515BI0100002664 | 0.249 | MT |
| 179 | 2.79 | Seal coat | BI01010001010000000000000515BI0100002665 | 0.116 | MT |
| 180 | 2.8 | Cost of Haulage Excluding Loading and Unloading | BI01010001010000000000000515BI0100002666 | ||
| 181 | 2.81 | Surfaced Road | BI01010001010000000000000515BI0100002667 | ||
| 182 | 2.82 | a) Cement lead distance 125 Km | BI01010001010000000000000515BI0100002668 | 18032.2 | T.km |
| 183 | 2.83 | b) Stone Aggregates lead distance 90 Km | BI01010001010000000000000515BI0100002669 | 29698.3 | T.km |
| 184 | 2.84 | c) Sand lead distance 90 Km | BI01010001010000000000000515BI0100002670 | 14859.3 | T.km |
| 185 | 2.85 | d) Steel lead distance 125 Km | BI01010001010000000000000515BI0100002671 | 7455.34 | T.km |
| 186 | 2.86 | e) Bitumen lead distance 125 Km | BI01010001010000000000000515BI0100002672 | 122.334 | T.km |
| 187 | 2.87 | Unsurface road | BI01010001010000000000000515BI0100002673 | ||
| 188 | 2.88 | a) Cement lead distance 0.0 Km | BI01010001010000000000000515BI0100002674 | ||
| 189 | 2.89 | b) Stone Aggregates lead distance 10 Km | BI01010001010000000000000515BI0100002675 | 898.39 | T.km |
| 190 | 2.9 | c) Sand lead distance 10 Km | BI01010001010000000000000515BI0100002676 | 577.324 | T.km |
| 191 | 2.91 | d) Steel lead distance 0.0 Km | BI01010001010000000000000515BI0100002677 | ||
| 192 | 2.92 | e) Bitumen lead distance 0.0 Km | BI01010001010000000000000515BI0100002678 | ||
| 193 | 2.93 | GST 12% on Civil Works | BI01010001010000000000000515BI0100002679 | 1 | Percentage |
| 194 | 2.94 | Labour Cess 1% | BI01010001010000000000000515BI0100002680 | 1 | Percentage |
| 195 | 2.95 | GST on Steel parts 18% | BI01010001010000000000000515BI0100002681 | 1 | Percentage |
| 196 | 2.96 | Labour Cess 1% | BI01010001010000000000000515BI0100002682 | 1 | Percentage |
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