| 1 | 1 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed. By Manual Means\nItem / Page No : 10 / 27\nSpecification No : MORTH-301\nSpec. Page No : 45-53\n | BI01010001010000000000000515BI0100001112 | 55.5 | Cubic Metre |
|---|
| 2 | 2 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening / binding material to fill the interstices of coarse aggregate, watering and compacting with Vibratory roller to the required density. - By Mechanical Means - Grading II Using Screening type-B (11.2 milimetre Aggregate)\nItem / Page No : 20 / 34\nSpecification No : MORTH-401, 402, 404, 902, 112\nSpec. Page No : 109-111, 112-116, 121-129, 417-421, 19-21\n | BI01010001010000000000000515BI0100001113 | 20.81 | Cubic Metre |
|---|
| 3 | 3 | Providing and laying Cast in situ / Ready Mix cement concrete M-15 of trap / granite / quartzite / gneiss metal for bed blocks, foundation blocks and such other items including bailling out water, plywood / steel formwork, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing, excetra complete. The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin, excetra (Wooden centering will not be allowed.) with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)\nItem / Page No : 8 / 227\nSpecification No : Bd.E.4, B-7\nSpec. Page No : 289-290, 38-40\nAdditional Specifications : With additional specification for controlled concrete. | BI01010001010000000000000515BI0100001114 | 27.75 | Cubic Metre |
|---|
| 4 | 4 | Providing and laying in situ cement concrete M-20 with tremix treatment for 100 milimetre thickness for flooring with groove cutting of 4 milimetre wide 20 milimetre deep with necessary refilling with bitumen, excetra complete.\nItem / Page No : 30 / 277\nAdditional Specifications : The work shall be carried out as per the instructions of Engineer in-charge. | BI01010001010000000000000515BI0100001115 | 277.5 | Square Metre |
|---|
| 5 | 5 | Royalty charges for various building construction bonafied materials which are used for government bonafied works and for which Royalty charges are to be paid by the contractor.\nItem / Page No : 3 / 0\nAdditional Specifications : 1. Government of Maharashtra, Revenue and Forest Department Gazette Number 67 Dated 15-5-2015 and Government of Maharashtra Public Works Department State Schedule of Rates 2017-18 General Note Number 4.3. 2. Above / below percentage quoted by the contractor will not be applicable for this item. | BI01010001010000000000000515BI0100001116 | 1.67 | Cubic Metre |
|---|
| 6 | 6.01 | Laboratory testing charges for various materials required for items of work, on the basis of testing frequency and charges fixed by Vigilence and Quality Control Circle, Pune.\nItem / Page No : 4 / 0\nAdditional Specifications : 1. The amount of laboratory testing charges will be paid to contractor only after submission of the original receipt from the Vigillence and Quality Control Office with the name of work mensioned on it.Sieve Analysis Test for Metal below 40 milimetre\n1 Test per 100.00 | BI01010001010000000000000515BI0100001117 | 1 | Number |
|---|
| 7 | 6.02 | Flekiness Index / Elongation Index Test for Metal below 40 milimetre\n1 Test per | BI01010001010000000000000515BI0100001118 | 1 | Number |
|---|
| 8 | 6.03 | Sieve Analysis Test for Metal 40 milimetre and above (Crusher Broken)\n1 Test per 100.00 | BI01010001010000000000000515BI0100001119 | 1 | Number |
|---|
| 9 | 6.04 | Flekiness Index / Elongation Index Test for Metal 40 milimetre and above (Crusher Broken)\n1 Test per | BI01010001010000000000000515BI0100001120 | 1 | Number |
|---|
| 10 | 6.05 | Fineness Modulus (Sieve Analysis), Silt and Clay Content Test for Sand\n1 Test per | BI01010001010000000000000515BI0100001121 | 1 | Number |
|---|
| 11 | 6.06 | Compressive Strength of Cement Concrete Cube\n1 Test for quantity upto 5 cubic metre, 2 Tests for quantity above 5 cubic metre and upto 15 cubic metre, 3 Tests for quantity above 15 cubic metre and upto 30 cubic metre, 4 Tests for quantity above 30 cubic metre and upto 50 cubic metre. For quantity 50 cubic metre and above - 4 Tests + 1 Test for each additional 50 cubic metre | BI01010001010000000000000515BI0100001122 | 1 | Number |
|---|
| 12 | 7 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m X 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols excetra with approved colour shade paint complete, on M.S.angle of size 35 X 35 X 3 milimetre frame with properly cross braced mild steel angles of size 35mmx35mmx3mm duly painted including Two mild steel angle iron posts of size 65 milimetre X 65 milimetre X 6 milimetre, 3.65 metre long painted with alternate black and white bands of 25 centimetre width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 centimetre X 60 centimetre X 75 centimetre including, excavation, refilling, transportation, and labour etc complete. Spec. number As directed by Engineer in Charge\nItem / Page No : 36 / 73\nSpecification No : MoRTH-801\nSpec. Page No : ---\nAdditional Specifications : The work shall be carried out as per instructions of Engineer in charge. | BI01010001010000000000000515BI0100001123 | 1 | Number |
|---|
