PROVIDING TEMP C D WORK, LAND DEVELOPMENT, PARKING AND APPROCH RAOD FOR PROPOSED SITE AT NAYGAON TAL KHANDALA DIST SATARA

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 Mechanical Means. Item / Page No : 11 / 23 Specification No : MORTH-301 Spec. Page No : 45-53 Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge.

Excavation for roadway in hard murum and boulder 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 : 13 / 24 Specification No : MORTH-301 Spec. Page No : 45-53 Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge.

Providing earth work in embankment with approved materals obtained from departmental land upto lead of 50 metres including all lifts, laying in layers of 20 centimetre to 30 centimetre thickness, breaking clods, dressing to the required lines, curves, grade and section, watering and compaction with vibratory roller to achive not less than 97 percent of standard proctor density, excetra complete. (Material obtained from departmental Land) Item / Page No : 27 / 25 Specification No : MORTH-305 Spec. Page No : 63-77

Clearing and grubbing road land including uprooting rank vegitation, grass, bushes, shrubs, sapling and trees of girth upto 300 milimetre, removal of stumps of tree cut earlier and disposal of unserviceable material and stacking serviceable material to be used for auctioned, upto 1000 metres including removal and disposal of top organic soil not exceeding 150 milimetre in thickness. Item / Page No : 9 / 23 Specification No : MoRTH 201 Spec. Page No : ---

Excavation for roadway in soft rock, 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 or stacking as directed. Item / Page No : 14 / 24 Specification No : MORTH-301 Spec. Page No : 45-53 Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge.

Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure class-2 of 1200 milimetre diameter in proper line, level and slope including providng and fixing collars in cement mortar 1:2 and curing, excetra complete. (using ARTIFICIAL SAND). Item / Page No : 13 / 82 Specification No : CD.7 Spec. Page No : 162

Providing and laying in situ / ready mix cement concrete of M-10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing excetra complete. (with reversible drum type mixer) without Supervisory Control and Data Aquisition with fine agreegates of required specifications (Natural sand / VSI sand finely washed excetra) (using ARTIFICIAL SAND). Item / Page No : 2 / 81 Specification No : CD.3 Spec. Page No : 160 Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

Providing cast in situ / ready mix M-10 grade cement concrete for head walls of cross drainage work / retaining walls excetra including necessary form work, compaction, finishing and curing excetra complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) without Supervisory Control and Data Aquisition with Natural / VSI standard Artificial Sand) (using ARTIFICIAL SAND). Item / Page No : 28 / 83 Specification No : CD.8 Spec. Page No : 163 Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

Providing and erecting chain link fencing 1.6 metre height with galvanised iron chain link of size 50 milimetre X 50 milimetre 8 guage thick and fixed 75 milimetre above Ground level on vertical Mild Steel Angle of 40 milimetre X 40 milimetre X 6 milimetre size including excavating pits for foundation and embedded in cement concrete block of 1:4:8 mix of size 450 milimetre X 450 milimetre X 670 milimeter. at 1.75 metre c/c with iron bar 16 milimetre diameter as hold fast including welding link with angle frame at 30 centimetre center to center with nuts and bolts and horizontal mild steel Angles at top and bottom of 25 milimetre X 25 milimetre X 5 milimetre size and vertical mild steel flat 35 milimetre X 5 milimetre and 25 milimetre X 5 milimetre horizontal including cross support of 40 milimetre X 40 milimetre X 6 milimetre Angles both sides at every corner or bends embedded in concrete blocks of 1:4:8 of size 450 milimetre X 450 milimetre X 670 milimetre including 3 coats of oil painting, excetra complete. (using ARTIFICIAL SAND). Item / Page No : 39 / 298 Additional Specifications : 1. The work shall be carried out as directed by Engineer In-Charge. 2. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

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 / 29 Specification No : MORTH-401, 402, 404, 902, 112 Spec. Page No : 109-111, 112-116, 121-129, 417-421, 19-21

Providing earth work in embankment with approved materials obtained from other sources upto lead of 50 metres including all lifts, laying in layers of 20 centimetre to 30 centimetre thickness, breaking clods, dressing to the required lines, curves, grade and section, watering and compaction with vibratory roller with V-Sat attachment to achive not less than 97 percent of standard proctor density, excetra complete. (Material obtained from Other sources) Item / Page No : 28 / 25 Specification No : MORTH-305 Spec. Page No : 63-77