Items - SURF WK INCL SUBGRADE, GSB, WMM, BC, DBM INCL PRIME COAT, TACK COAT AND HARD SHOULDER BET KM 19.500 TO KM 41.657 ON RD CHAKPIKARONG-SAJIK-TAMPAK-AIGEJANG-KHONGTAL TO RANA TOP FROM KM 0.000 TO KM 2.871 UNDER PROJECT SEWAK IN MANIPUR STATE
| Item Rate BoQ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| BoQ_Ver4.0 | Item Rate | Normal | INR Only | INR | ||||||||||||||||||||||||||||||||||||||||||||||||||
| Select, Excess (+), Less (-) | Less (-) | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Tender Inviting Authority: Chief Engineer Project Sewak | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| NAME OF WORK:SURFACING WORK CONSISTING OF PREPARATION OF SUBGRADE, PROVIDING, LAYING AND COMPACTION OF GSB 15 CM THICK, WMM 10 CM THICK, WMM 7.5 CM THICH (TWO LAYERS) BITUMINOUS CONCRETE 3 CM THICK, DENSE BITUMINOUS MACADAM 5 CM THICK INCLUDING APPLICATION OF PRIME COAT, TACK COAT AND BERM FILLING INCLUDING HARD SHOULDER AS PER MORT&H SPECIFICATIONS BETWEEN KM 19.500 TO KM 41.657 ON ROAD CHAKPIKARONG-SAJIK-TAMPAK-AIGEJANG-KHONGTAL AND ACCESS ROAD TO RANA TOP FROM KM 0.000 TO KM 2.871 TO NHSL SPECIFICATIONS UNDER 84 RCC/25 BRTF UNDER PROJECT SEWAK IN MANIPUR STATE | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Tender No: CE (P) SEWAK/06/2025-26 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Name of the Bidder/ Bidding Firm / Company : | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only) | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | Estimated Rate | 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 | Excise Duty | VAT | Freight Charges ( Unloading & Stacking) | Any Other Taxes/Duties/Levies | Other Taxes 2 | IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax | Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category | TOTAL AMOUNT | TOTAL AMOUNT With Taxes | TOTAL AMOUNT In Words | ||||||||||||||||||||||||||||||||||
| 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | 6 | 14 | 15 | 16 | 17 | 18 | 19 | 20 | 21 | 22 | 23 | 24 | 25 | 26 | 27 | 28 | 29 | 30 | 31 | 32 | 33 | 34 | 35 | 36 | 37 | 38 | 39 | 40 | 41 | 42 | 43 | 44 | 45 | 46 | 47 | 48 | 49 | 50 | 51 | 52 | 7 | 54 | 8 |
| 1.01 | Construction of Subgrade by loosening of the ground up to a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) | 185210.00 | Sqm | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | ||||||||||||||||||||||||||||||||||||||
| 1.02 | Providing, laying & compaction of GSB 150 mm compacted thickness conforming to Clause 401 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) as specified in particular Specifications and notes of Sch ‘A’ and as directed and approved by Engr-In-Charge. | 124930.00 | Sqm | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 2 | Construction of chamber for 100mm sluices valve | item3 | 10 | Nos | ||||||||||||||||||||||||||||||||||||||
| 1.03 | Providing, Laying and Compaction of 100 mm thick (compacted) WMM (Wet Mix Macadam) layer confirming to grading as per table 400-13 and clause 406 of MORT&H specifications for road and bridge works (fifth revision) and as specified in particular specifications and as directed by Engineer-in-Charge. (One Layer) | 117460.00 | Sqm | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | ||||||||||||||||||||||||||||||||||||||
| 1.04 | Providing, Laying and Compaction of 75 mm thick (compacted) WMM (Wet Mix Macadam) layer confirming to grading as per table 400-13 and clause 406 of MORT&H specifications for road and bridge works (fifth revision) and as specified in particular specifications and as directed by Engineer-in-Charge. (Two Layer) | 233682.00 | Sqm | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | ||||||||||||||||||||||||||||||||||||||
| 1.05 | Application of Prime Coat with bitumen emulsion @ 0.75 Kg/Sqm by mechanical means conforming to clause 502 of MORT&H specifications for Road and Bridge Works (Fifth Revision) as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engr-In-Charge | 117460.00 | Sqm | 1.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 1.06 | Providing and applying of Tack Coat by using suitable low viscosity paving bitumen of VG 10 grade @ 0.25 Kg/Sqm conforming to IS:73. on prepared granular surface/bituminous surface after cleaning all complete as per Clause 503 of MoRT&H Specifications for Road and Bridge Works (5th Revision) | 221150.00 | Sqm | 1.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 1.07 | Providing, laying and compaction of 50 mm thick (Compacted) DBM (Dense Bituminous Macadam) layer over WMM Surface with pre-coated stone chips grading confirming to Table: 500-10 and aggregates satisfying the physical requirement of table 500-08 of MORT&H specifications of Road and Bridge Works (Fifth Revision) mixed with minimum 4.5% bitumen (bitumen of appropriate grade as per particular specifications Para 8.2.1) by weight of total mix and 2% filler by weight of total mix and 2% filler by weight of mix grading requirement conforming to clause 500-09 of MORT&H specifications of Road and Bridge Works (Fifth Revision) complete in all respect and all as specified and directed by Engineer-in-Charge. | 110575.00 | Sqm | 1.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 1.08 | Providing and Mixing of stone aggregate in Hot Mix Plant, laying mix BC by paver and compaction BC 30 mm thick (Compacted) layer Pre-coated aggregate physical requirement/grading/mix composition confirming to Table: 500-16 and aggregates satisfying the physical requirement of table 500-17 of MORT&H specifications of Road and Bridge Works (Fifth Revision) mixed with minimum 5.4% bitumen (bitumen of appropriate grade as per particular specifications Para 8.2.1) requirement as per Clause 507 of MoRT&H Specifications for Road and Bridge Works (5th Revision) for resurfacing work. Shredded plastic waste @ 8% of Bitumen by weight to be used in Bituminous Concrete Mix without reducing Bitumen Contents as per IRC:SP:98-2013 or latest revised publication. | 110575.00 | Sqm | 1.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 1.09 | Providing, laying & compaction of GSB 150 mm compacted thickness conforming to Clause 401 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) as specified in particular Specifications and notes of Sch ‘A’ and as directed and approved by Engr-In-Charge. For construction of hard shoulder as per drawing and particular specifications. | 78620.00 | Sqm | 1.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 1.10 | Earth work in berm filling with selected earth free from roots etc spreading in layers not exceeding 30 cm including watering, rolling & finishing to required slope conforming to clause 305 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) and notes of Sch ‘A’ and as directed & approved by Engr-In-Charge | 35159.00 | Cum | 1.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| Total in Figures | 0.00 | 0.00 | INR Zero Only | 4 | Construction of chamber for 100mm sluice plates | item5 | 10 | Nos | ||||||||||||||||||||||||||||||||||||||||||||||
| Quoted Rate in Figures | Select | 0.0000 | 0.0000 | Zero Only | ||||||||||||||||||||||||||||||||||||||||||||||||||
| Quoted Rate in Words | INR Zero Only |
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