Improvement to Road Starts from O.D.R. 57 to Avali Khurd to Avali Budruk to Join S.H. 197 Road V.R. 39 Km.0/00 to 1/200, Taluka Radhanagari, District Kolhapur.

Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting as necessary and disposing off excavated stuff as directed, excetra complete. (By Mechanical Means) (Lift up to 1.50 metre) Item / Page No : 3 / 84 Specification No : BR.3 Spec. Page No : 102 Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge.

Excavation for foundation in hard murum including shoring and strutting as necessary and disposing off excavated stuff as directed, excetra complete. (Lift up to 1.50 metre) Item / Page No : 4 / 84 Specification No : BR.3 Spec. Page No : 102 Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge.

Providing rubble filling of trap stones for foundations including filling voids with grit and compaction, excetra complete. Item / Page No : 1A / 81 Specification No : CD.1 Spec. Page No : 159 Additional Specifications : 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 laying in situ / ready mix / ready mix M-15 cement concrete of trap / granite / quartzite / gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing excetra complete. (with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artificial sand) (using ARTIFICIAL SAND). Item / Page No : 25 / 86 Specification No : BR.5, B-7 Spec. Page No : 105-107, 38-40 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 laying in situ / ready mix M-25 plain cement concrete of trap / granite / quartzite / gneiss metal for cast in citu piers, abutment, returns, wings, excetra including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood / steel form work, centering (excluding dewatering by means of pump) and including bailling out water and curing finishing in cement mortar 1:3 excetra complete, as directed by engineer in charge. (With Concrete Mixer) With fine agreegates of required specifications (Natural sand / VSI sand finely washed excetra) (Height up to 5 metre) (using ARTIFICIAL SAND). Item / Page No : 40 / 133 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 laying of filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of Ministry of Road Transport and Highways specifications to a thickness of not less than 600 milimetre with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition as per drawing and technical specifications excetra complete. Item / Page No : 72 / 91 Specification No : MORTH 2200, Spec. Page No : 107-108

Providing expansion joints with 25 milimetre thick bituminous pad as per detailed drawings, excetra complete. Item / Page No : 33 / 95 Specification No : BR.43 Spec. Page No : 138-139

Providing and laying weep holes of 100 milimetre diameter asbestos cement / polyvinyl chloride pipes as per drawing for abutment, returns, return walls, excetra complete. Item / Page No : 37 / 132 Specification No : MORTH 2705, 2706 Spec. Page No : --- Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Back filling behind abutment, wing wall and return wall as per drawings and technical specifications excetra complete. (by granular material) Item / Page No : 70 / 91 Specification No : MORTH 2200, Spec. Page No : 107-108

Providing and erecting a "W" metal beam crash barrier comprising of 3 milimetre thick corrugated sheet metal beam rail, 70 centimetre above road / ground level, fixed on Indian Standard Medium Channel series channel vertical post, 150 milimetre X 75 milimetre X 5 milimetre spaced 2 metre center to centre, 1.8 metre high, 1.1 metre below ground / road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to confirm to Indian Standard 1367 and Indian Standard 1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 milimetre X 75 milimetre X 5 milimetre, 330 milimetre long complete as per clause number 810. Item / Page No : 30 / 73 Specification No : MORTH-810 Spec. Page No : 361-364

Providing railing of mild steel angle post 2 metre center to center of section 75 milimetre X 75 milimetre X 10 milimetre or equivalent beam / channel section of height 1.05 metre above bridge surface with minumum anchor length of 30 centimetre including hold fast of 25 milimetre diameter mild steel bar welded at the bottom and concreting of 1:3:6 of size 30 centimetre X 30 centimetre X 30 centimetre with three rows of 40 milimetre 'B' class galvanised iron pipe provided at 30 on center to center including scaffolding and with one coat of anticorrosive paint and over it two coats of oil painting, curing of concrete, excetra compelete. Item / Page No : 48 / 97 Specification No : BR.51(b) Spec. Page No : 145

Providing and cutting, bending, hooking, tieing and laying in position thermo mechnically treated FE-500 steel bars for reinforcement for reinforcement for all reinforced cement concrete works as per detailed drawings, excetra complete. Item / Page No : 1 / 93 Specification No : BR-35 Spec. Page No : 134 Additional Specifications : 1. Steel to be used must be as per Indian Standard : 1786 (1985) with latest amendments and manufactured by approved and reputed make. 2. Steel to be used must be procured directly from the manufacturers or from authorised agent of main producers. 3. Various diameters of TMT-FE-500 steel bars brought on site of the work shall be got tested category wise and lot wise, as directed by the Engineer In-Charge and minimum 50 percent of testing should be done in the departmental laboratory. 4. Instead of mild steel bar reinforcement as mentioned in BR-35 page 134, please read TMT-FE 500 strength deformed (Tor bars 42) of F.C. grade 500.

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 catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing off unsuitable or excess stuff as directed all sorts of soils. Item / Page No : 18 / 24 Specification No : MORTH-301, 309 Spec. Page No : 45-53, 85-89 Additional Specifications : 1. The useful excavated material shall be utilised as directed by the Engineer in-charge. 2. The rate of contract shall be for one cubic metre instead of one running metre as mentioned in the specification.

Excavation for catch / side water gutter in hard murum and boulder strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed. Item / Page No : 20 / 24 Specification No : MORTH-301, 309 Spec. Page No : 45-53, 85-89 Additional Specifications : 1. The useful excavated material shall be utilised as directed by the Engineer in-charge. 2. The rate of contract shall be for one cubic metre instead of one running metre as mentioned in the specification.

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

Watering and compacting of embankment formed of materials obtained from the road cutting, within a lead of 50 metre to not less than 97 percent of Standard Proctor density after laying them in layers of 20 centimetre to 30 centimetre. With power roller Item / Page No : 24 / 24 Specification No : MORTH-305 Spec. Page No : 63-77

Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting as necessary and disposing off excavated stuff as directed, excetra complete. (By Mechanical Means) Item / Page No : 3 / 84 Specification No : As per Item No 1 Spec. Page No : --- Additional Specifications : As per Item No 1

Excavation for foundation in hard murum including removing the excavated material upto a distance of 50 metre beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting excetra complete. (Lift upto 1.5 metre) By Mechanical Means Item / Page No : 6 / 153 Specification No : Bd.A.2 Spec. Page No : 259 Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge.

Providing rubble filling of trap stones for foundations including filling voids with grit and compaction, excetra complete. Item / Page No : 1A / 81 Specification No : As per Item No 3 Spec. Page No : --- Additional Specifications : As per Item No 3

Providing and laying in situ / ready mix / ready mix M-15 cement concrete of trap / granite / quartzite / gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing excetra complete. (with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artificial sand) (using ARTIFICIAL SAND). Item / Page No : 25 / 86 Specification No : As per Item No 4 Spec. Page No : --- Additional Specifications : As per Item No 4

Providing cast in situ / ready mix M-20 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) with Supervisory Control and Data Aquisition (using ARTIFICIAL SAND). Item / Page No : 29 / 83 Specification No : CD.8 Spec. Page No : 163-164 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 laying cement concrete pipe confirming to Indian Standard 458:2003 non pressure class-3 of 1000 milimetre diameter in proper line, level and slope excetra complete. (using NATURAL SAND). Item / Page No : 17 / 82 Specification No : CD.7 Spec. Page No : 162

Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure class-3 of 600 milimetre diameter in proper line, level and slope excetra complete. (using NATURAL SAND). Item / Page No : 14 / 82 Specification No : CD.7 Spec. Page No : 162

Goods and Services Tax Item / Page No : 15 / 0 Additional Specifications : The work shall be carried out as per the instructions of Engineer in-charge.

Charges for Insurance of contract work. Item / Page No : 8 / 0 Additional Specifications : As per revised circular issued by Deputy Director of Insurance, Maharashtra State vide letter No. PraViNi-2310/ Sa.Ba.Vi./ Vima Vasuli/ Abhi-3 dated 08/09/2009.

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