|
| 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, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification inciuding 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 I Using Screening type-A (13.2 milimetre Aggregate)Item / Page No : 18 / 33Specification No : MORTH-401,402,404,902,112Spec. Page No : 109-111,112-116,121-129,417-421,19-21 |
| 4 | 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)Item / Page No : 20 / 34Specification No : MORTH-401,402,404,902,112Spec. Page No : 109-111,112-116,121-129,417-421,19-21 |
| 5 | Providing and constructing 75 milimetre thick modified penetration macadam road surface including all materials, preparing the existing road surface, spreading 40 milimetre stone metal layers 30 percent crusher broken metal plus 70 percent hand broken (by breaking rubble obtained by blasting), heating and spraying the bitumen of specified grade at the rate of 2 kilogram per square metre, spreading 12 milimetre size chips, compacting with three wheel static roller having weight 8 to 10 metric tonnes to achive the desired degree of compaction as per technical specification Clause 506, excetra complete, including applying tack coat of specified grade bitumen at the rate of 0.30 kilogram per square metre on existing bitumen surface. (Using VG-30 bulk bitumen)Item / Page No : 36a / 37Specification No : IRC-SP-20Spec. Page No : 215 |
| 6 | Providing and Laying open graded premix surfacing of 20 milimetre thickness composed of 13.2 milimetre to 5.6 milimetre aggregates premixed with bituminous binder, transported to site with vehicle tracking system, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction, excluding prime / tack coat and seal coat. For Bitumen VG-30 bulk (Grade 60/70) - Using drum mix type hot mix plant without Supervisory Control and Data Acquisition, Paver and vibratory roller. (Over balck topped surface)Item / Page No : 11 / 43Specification No : MORTH-501,510,511,902,903,112,MORTH-503Spec. Page No : 149-162,198-205,205-207,417-421,421-436,19-21,168-170 |
| 7 | Providing and laying of Type A 9 milimetre premix seal coat with HMP of apropriate capacity crushed stone chiping 6.7 milimetre size and penetration bitumen of specified grade at the rate of 1.2 kg/Sqm, preparing existing road surface by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 M.T., excetra complete. (Using VG-30 bulk bitumen)Item / Page No : 13 / 43Specification No : MORTH-501,510,513,902,903,112Spec. Page No : 149-162,198-205,205-207,417-421,421-436,19-21 |
| 8 | 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. |
| 9 | 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.Item / Page No : 30 / 277Additional Specifications : The work shall be carried out as per the instructions of Engineer in-charge. |
| 10 | Providing and laying rough Shahabad stone flooring 25 milimetre to 30 milimetre thick and of required width in plain / diamond pattern on a bed of 1:6 cement mortar including cement float, striking joints, pointing in cement mortar 1:3, curing and cleaning, excetra complete.Item / Page No : 1 / 273Specification No : BD.M.1Spec. Page No : 379 |
| 11 | Providing and fixing in position thermo mechnically treated FE-500 bar reinforcements of various dias for reinforced cement concrete pile caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardis, copings, fins, arches, excetra as per detailed designs, drawings and schedules including cutting, bendding, hooking the bars, binding with wires or tack welding and supporting as requied complete.Item / Page No : 33 / 245Specification No : Bd.F.17Spec. Page No : 306 |
| 12 | 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. |
| 13 | 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.Sieve Analysis Test for Metal 40 milimetre and above1 Test per 100.00 Cubic Metre |
| 14 | 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. |
