Improvement And Development For Mandir Parisar And Sabha Mandap For Shree Narsih Mandir Sangvade Tal-Karveer Dist-Kolhapur (Gramin B Varg Tirth Kshetre)- 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 Mechanical Means.Item / Page No : 11 / 23Specification No : MORTH-301Spec. Page No : 45-53Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge. 2 Supplying trap metal of required size by bringing the boulders / rubble at the road side breaking them to required gradation including conveying the boulders / rubble and stacking the broken metal, excetra complete. (Prior approval of sample stack of broken metal by the Executive Engineer is necessary the date of approval will form part of the measurements) - 60 milimetre metal, by breaking rubble obtained by blasting. (Hand broken).Item / Page No : 54A / 345Additional Specifications : 1. Work shall be carried out as per the instructions of Engineer In-Charge.2. Prior approval of sample stack of broken metal by the Executive Engineer is necessary. The date of approval will form part of the measurements. 3 Supplying hard murum / kankar at the road site, including conveying and stacking, excetra complete.Item / Page No : 29a / 25Specification No : MORTH-408Spec. Page No : 139-142 4 Supplying trap metal of required size by bringing the boulders / rubble at the road side breaking them to required gradation including conveying the boulders / rubble and stacking the broken metal, excetra complete. (Prior approval of sample stack of broken metal by the Executive Engineer is necessary the date of approval will form part of the measurements) - 40 milimetre metal, by breaking rubble obtained by blasting. (Hand broken).Item / Page No : 55 / 345Additional Specifications : 1. Work shall be carried out as per the instructions of Engineer In-Charge.2. Prior approval of sample stack of broken metal by the Executive Engineer is necessary. The date of approval will form part of the measurements. 5 Supplying soft murum at the road site, including conveying and stacking, excetra complete.Item / Page No : 29b / 25Specification No : MORTH-408Spec. Page No : 139-142 6 Spreading 60 mm metal for road work including sectionong, excetra complete as directed by Engineer in charge.Item / Page No : 58A / 346Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge. 7 Spreading 80 milimetre / 40 milimetre metal for road work including sectionong, excetra complete as directed by Engineer in charge.Item / Page No : 58 / 346Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge. 8 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 ARTIFICIAL SAND).Item / Page No : 14 / 82Specification No : CD.7Spec. Page No : 162 9 Providing and laying cement concrete pipe confirming to Indian Standard 458:2003 non pressure class-2 of 450 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 : 8 / 81Specification No : CD.7Spec. Page No : 162 10 Compacting the sub grade/gravel/oversize metal (200 milimetre loose) layers for all width with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.Item / Page No : 59 / 346Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge. 11 Compacting the sub grade / gravel / size metal (100 milimetre loose) layers for all widths with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.Item / Page No : 61 / 346Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge. 12 Spreading hard murum / soft murrum / gravel or kankar for side width, excetra complete.Item / Page No : 30 / 25Specification No : MORTH-408Spec. Page No : 139-142 13 Spreading hard murum / soft murrum / gravel or kankar for side width, excetra complete.Item / Page No : 30 / 25Specification No : As per Item No 12Spec. Page No : ---Additional Specifications : As per Item No 12 14 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 Controller without 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, excetra) (using ARTIFICIAL SAND).Item / Page No : 1 / 175Specification No : Bd.E.1Spec. Page No : 287-288Additional 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. 15 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. (using ARTIFICIAL SAND).Item / Page No : 30 / 216Additional 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. 16 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 / 157Additional Specifications : The work shall be carried out as per instructions of Engineer in-charge. 17 Providing and fixing heavy duty inter locking concrete rubber mould glossy paving blocks of 80 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 and cleaning, excetra complete.(using 100 percent crushed sand)Item / Page No : 54 / 219Specification No : Bd.MSpec. Page No : ---Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge.2. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer. 18 Providing and fixing heavy duty inter locking concrete rubber mould glossy paving blocks of 60 milimetre thickness of having a strength of 400 kilogram per square centimetre of approved quality and shape on a bed of crushed sand of 25 milimetre to 30 milimetre thick including striking joints and cleaning excetra complete.(using 100 per cent crushed sand), excetra complete.Item / Page No : 53 / 219Specification No : Bd.M-12Spec. Page No : 385Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge.2. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer. 19 Providing and laying concrete pipes of Indian Standard Non Pressure class of 300 milimetre diameter in proper line, level and slope including necessary collers, excavation, laying, fixing with collers in cement mortar 1:1 and refilling the trench excetra complete.Item / Page No : 9 / 274Specification No : Bd.V.41Spec. Page No : 573 20 Providing, laying and fixing polyvinyl chloride pipe of 110 milimetre diameter with fittings such as bends, tees, reducers, clamps, excetra including necessary excavation, trench filling, excetra complete.Including removing existing pipe line if necessary and conveying and stacking thesame in PWD chowky or as directed excetra complete.Item / Page No : 28 / 277Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge.2. The P.V.C. Pipe should be of approved and standard brand. 21 Compacting the hard murum / kankar (upto 200 milimetre loose) with power roller including artificial watering complete.Item / Page No : 26aiii / 130Specification No : RD.38Spec. Page No : 210Additional Specifications : The contract rate is for one square metre instead of one kilometre as mentioned in the specification. 22 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. (This Item is to be paid to the contractor only after he pays the Royalty amount to Revenue department and produces the required voucher.)Item / Page No : 3 / 0Additional Specifications : 1. Government of Maharashtra, Revenue and Forest Department Gazette Number 146 Dated 04/06/2021 and Government of Maharashtra Public Works Department State Schedule of Rates 2021-22 General Note Number A(v), Page 5.2. The amount of royalty charges will be paid only after submission of the receipt in original from Revenue authority for payment of royalty to Government, stating the name of work.3. Above / below percentage quoted by the contractor will not be applicable for this item. 23 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 the laboratory testing charges will be paid to the contractor after submission of the original receipt from the Office of the Vigilance and Quality Control withname of work mensioned on the original receipt within the stipulated period of work.2. The frequency of tests will be as per the instructions of Vigilance and Quality Control, Pune; vide their letter No. Prasha/2647/ 2010 dated 30/10/2010.3. No extra claim shall be entertained on account of additional tests required and material transportation charges for tests.4. In addition to above, the conditions under clause 25 - Samples and Testing of Material, under Additional General Conditions and Specifications of this tender document shall be applicable.5. Above / below percentage quoted by the contractor will not be applicable for this item. 24 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 1.20 metre X 0.90 metre size made out 18 gauge (1.25 milimetre) 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 milimetre X 35 milimetre X 3 milimetre frame with properly cross braced mild steel angles of size 35 milimetre X 35 milimetre X 3 milimetre 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 excetraand 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 / 60Specification No : MoRTH-801Spec. Page No : ---Additional Specifications : The work shall be carried out as per instructions of Engineer in charge. 25 Add insruance 1.00%Non-Dsr ItemAdditional Specifications : The work shall be carried out as per the instructions of Engineer in-charge. 26 Add G.S.T. 18%Non-Dsr ItemAdditional Specifications : The work shall be carried out as per the instructions of Engineer in-charge.
