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| 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.Item / Page No : 11 / 27Specification No : MORTH-301Spec. Page No : 45-53 |
| 2 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20 centimetre to 30 centimetre, breaking clods, dressing to the required lines, curves, grade and section, watering and compacting to 97 percent of standard proctor density for a lead of over 50 metres to 300 metres inclusive from the site of excavaion to the site of deposition, as directed.Item / Page No : 25 / 28Specification No : MORTH-305Spec. Page No : 63-77 |
| 3 | Providing soling using 80 milimetre size trap metal in 15 centimetre layer including filling voids with crushed sand / grit, ramming, watering, excetra complete.Item / Page No : 40 / 201Additional Specifications : The work shall be carried out as per instructions of Engineer in-charge. |
| 4 | Providing and laying Cast in situ/Ready Mix, cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailling out water, formwork,laying/pumping, compacting and curing excetra complete, with fully automatic micro processor based Programmable Logic Control with Supervisory Control and Data Acquisition enabled reversible Drum Type mixer. - With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)Item / Page No : 1 / 226Specification No : Bd.E.1Spec. Page No : 287-288Additional Specifications : With additional specifications for controlled concrete. |
| 5 | Providing and fixing heavy duty inter locking concrete rubber mould glossy paving blocks of 60 milimetre thickness of having a strength of 400 kilogramme per square centimetre of approved quality and shape on a bed of crushed sand of 25 milimetre to 30 milimetre thick including striking joints andcleaning excetra complete. (using 100 per cent crushed sand), excetra complete.Item / Page No : 53 / 281Specification No : Bd.M-12Spec. Page No : 385Additional Specifications : The work shall be carried out as per instructions of Engineer in charge. |
| 6 | 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.Item / Page No : 3 / 0Additional 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. |
| 7 | Contribution towards District Mineral Foundation at the rate of 10 percent of prevailing rate of Royalty for various building construction bonafied materials which are used for government bonafied works and for which Royalty is to be paid by the contractor.Item / Page No : 10 / 0Additional Specifications : 1. Government of Maharashtra, Industries, Energy and Labour Department Government Resolution Number MDF/0615/CR-34/IND-9 Dated 1-9-2016 and Section 2 thereof.2. Above / below percentage quoted by the contractor will not be applicable for this item. |
| 8 | 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.Item / Page No : 4 / 0Additional 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.Standard Consistancy, Fineness, Specific Gravity, Setting Time (Initial and Final), Compressive Strength, Soundness Test for Cement1 Test per 50.00 Metric Ton |
| 9 | Fineness Modulus (Sieve Analysis), Silt and Clay Content Test for Sand1 Test per Source |
| 10 | Compressive Strength of Cement Concrete Cube1 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 |
| 11 | Sieve Analysis Test for Metal below 40 milimetre1 Test per 100.00 Cubic Metre |
| 12 | Water Absorption, Specific Gravity, Impact Value, Crushing Value Test for Metal below 40 milimetre1 Test per Source |
| 13 | Compressive Strength, Water Absorption, Flexural Test, Resitance to wear Test for Paving Blocks - 60 milimetre thick, 400 Kilogram per Square Centimetre Strength1 Test per Square Metre |
| 14 | Crushing Value / Compressive Strength, Water Absorption, Specific Gravity Test for Stone / Rubble1 Test per Source |
| 15 | 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 ChargeItem / Page No : 36 / 73Specification No : MoRTH-801Spec. Page No : ---Additional Specifications : The work shall be carried out as per instructions of Engineer in charge. |
