Special Repairs To Pogarwadi Zarewadi To Karandi Road Ch.0 / 0 To 3 / 00 V.R.156 Tal- Satara
Tender Value
Ref. Documents
Estimated cost
Bid Submission
27 May 2022
0 days left
EMD
53003
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
karandi → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Special Repairs To Pogarwadi Zarewadi To Karandi Road Ch.0 / 0 To 3 / 00 V.R.156 Tal- Satara
BOQ
| Sl. No. | Item Description |
| 1 | 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 / 24Specification No : MORTH-301,309Spec. Page No : 45-53,85-89Additional 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. |
| 2 | 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 / 27Specification No : MORTH-401,402,404,902,112Spec. Page No : 109-111,112-116,121-129,417-421,19-21 |
| 3 | 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 / 27Specification No : MORTH-401,402,404,902,112Spec. Page No : 109-111,112-116,121-129,417-421,19-21 |
| 4 | Providing and constructing 50 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 1.75 kilogram per square metre, spreading 12 milimetre size chips, compacting with 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 picking of existing water bound macadam surface. (Using VG-30 bulk bitumen)Item / Page No : 37a / 29Specification No : IRC-SP-20Spec. Page No : 215 |
| 5 | Providing and constructing 50 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 1.75 kilogram per square metre, spreading 12 milimetre size chips, compacting with 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 bitumen of specified grade at the rate of 0.30 kilogram per square metre on existing bitumen surface. (Using VG-30 bulk bitumen)Item / Page No : 38a / 30Specification 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 with Supervisory Control and Data Acquisition, Paver and vibratory roller. (Over modified penetration macadam surface)Item / Page No : 12 / 33Specification No : MORTH-501,510,511,902,903,112,MORTH-503Spec. Page No : 149-162,198-205,205-207,417-421,421-436,19-21,168-170Additional Specifications : 1. The work shall be carried out in day time and in dry wheather.2. The representative of contractor shall maintain a register giving details of challens for bitumen received and should get it signed from the representative incharge of the Department in token of its acceptance.3. For controlling trafic and maintening diversion during construction, no extra payment shall be made. |
| 7 | Providing bituminous type-A liquid seal coat on bituminous surface including supplying all materials and bitumen of VG-30 grade, preparing existing road surface, heating and applying bitumen at the rate of 0.98 kilogram per square metre by mechanical means, spreading chips and rolling by static roller having weight 8 to 10 metric tonne, excetra complete.Item / Page No : 1 / 32Specification No : MORTH-511Spec. Page No : 149-162,205-207,198-205,417-421,19-21Additional Specifications : 1. The work shall be carried out in day time and in dry wheather.2. The representative of contractor shall maintain a register giving details of challens for bitumen received and should get it signed from the representative incharge of the Department in token of its acceptance.3. For controlling trafic and maintening diversion during construction, no extra payment shall be made. |
| 8 | Supplying hard murum / kankar at the road site, including conveying and stacking, excetra complete.Item / Page No : 29a / 24Specification No : MORTH-408Spec. Page No : 139-142 |
| 9 | Spreading hard murum / soft murrum / gravel or kankar for side width, excetra complete.Item / Page No : 30 / 24Specification No : MORTH-408Spec. Page No : 139-142 |
| 10 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering, excetra complete.Item / Page No : 31 / 24Specification No : MORTH-408Spec. Page No : 139-142 |
| 11 | Providing and laying in situ / ready mix M-20 CC of trap / granite /quartzite/ gneiss metal for wearing course 8 centimetre thick including compacting, finishing, curing and filling in joints with bitumen excetra complete. (with fully automatic micro processor based Programmable Logic Control with Supervisory Control and Data Acquisition enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) (using ARTIFICIAL SAND).Item / Page No : 39 / 73Specification No : BR.47(a),B-7Spec. Page No : 140-142,38-40Additional 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. |
| 12 | 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 / 47Specification No : MoRTH-801Spec. Page No : ---Additional Specifications : The work shall be carried out as per instructions of Engineer in charge. |
| 13 | 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. |
| 14 | Surcharge on Royalty charges at the rate of two percent of Royalty charges for various building construction bonafied materials which are used for government bonafied works and for which Royaltycharges are to be paid by the contractor. (This Item is to be paid to the contractor only after he pays this Surcharge amount to Revenue department and produces the required voucher.)Item / Page No : 14 / 0Additional Specifications : 1. Letter from the Chief Engineer, Public Works Region, Nagpur; bearing number Ka.Raste-6/Darsuchi/7618/2019 dated 11/09/2019 and Corrigendum number 1 attached to the letter.2. The amount of surcharge on royalty charges will be paid only after submission of the receipt in original from Revenue authority for its payment to Government, stating the name of work.3. Above / below percentage quoted by the contractor will not be applicable for this item. |
| 15 | 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.Sieve Analysis Test for Metal 40 milimetre and above (Crusher Broken)1 Test per 200.00 Cubic Metre |
| 16 | Water Absorption, Specific Gravity, Impact Value, Crushing Value Test for Metal 40 milimetre and above (Crusher Broken)1 Test per Source |
| 17 | Sieve Analysis Test for Metal below 40 milimetre1 Test per 200.00 Cubic Metre |
| 18 | Water Absorption, Specific Gravity, Impact Value, Crushing Value Test for Metal below 40 milimetre1 Test per Source |
| 19 | Sieve Analysis Test for Hard Murrm1 Test per 200.00 Cubic Metre |
| 20 | Liquid Limit and Plastic Limit for Hard Murum1 Test per 250.00 Cubic Metre |
| 21 | Penetration, Softening Point, Flash and Fire Point, Specific Gravity for Asphalt VG-30 (Grade 60/70)1 Test per 10.00 Metric Ton |
| 22 | Sieve Analysis Test for Metal 40 milimetre and above (Hand Broken)1 Test per 200.00 Cubic Metre |
| 23 | Water Absorption, Specific Gravity, Impact Value, Crushing Value Test for Metal 40 milimetre and above (Hand Broken)1 Test per Source |
| 24 | Extraction Test for Mix Material2 Test per 500.00 Cubic Metre |
| 25 | Fineness Modulus (Sieve Analysis), Silt and Clay Content Test for Sand1 Test per Source |
| 26 | 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 |
AI Tender Summary
Tender Timeline
May 20, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedMay 27, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 30, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender