Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹83.9 LAccepted-AOC NH 65 JIND ROAD BYE PASS NEAR SACCHA SODHA CANTEEN NH 65 JIND ROAD BYE PASS NEAR SACCHA SODHA CANTEEN 136027 | KAITHAL | HARYANA | 136027 | 1st | Accepted-AOC ok | |
| 2 | 2nd₹85.8 L+₹1.9 L (2.22%)Rejected-Finance H NO 46 BANK COLONY BHUNA ROAD TOHANA TEHSIL DISTT FATEHBAD HARAYANA | HISAR | HARYANA | 125047 | 2nd | Rejected-Finance 2nd Lowest | |
| 3 | 3rd₹96.7 L+₹12.8 L (15.3%)Rejected-Finance JIND JIND HARYANA | JIND | HARYANA | 126101 | 3rd | Rejected-Finance 3rd Lowest |
Tender Value
₹74.0 L
EMD Value
₹1.5 L
Closing Date
13 Dec 2021, 5:00 pmClosed
Executive Engineer
Provl Divn Narwana
PART OF OLD NH IN FRONT OF SADAR POLICESTATION AT NARWANA ( CONNECTING PART OF NH-352 TO NH-152) IN JIND DISTT.
2021_HRY_195954_1
Sadar Police Station to Jind Road
Open Tender
Civil Works - Roads
Item-rate/Agreement basic
90 days
Narwana
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹1.5 L
Yes
4 Feb 2022
15 Nov 2021
14 Dec 2021
15 Nov 2021
13 Dec 2021
15 Nov 2021
15 Nov 2021 - 15 Nov 2021
Amount
Milling on Bituminous Surface: Dismantling of existing damaged Bitumen surface by cold Milling Machine up to any depth and hauling the milled material up to any lead and stacking at nearest recycling Plant site ( Based on HSR 17.43.2)
Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications (Based on HSR 17.26.2)
Providing & laying 80 mm DBM using the reclaimed material to the extent of 30% per cent of the required quantity after carrying out necessary check and evaluation, adding fresh material including rejuvenation as required, grade, level and thickness, all as specified in clause No.519. (5th revision) 2013 using bitumen VG-30 (minimum Bitumen content 4.00% i/c bitumen of retrieved material as per job mix formula) using 100-120 TPH batch type hot mix plant with appropriate arrangement for use of R.A.P, appropriate roller and with hydraulic paver finisher with sensor control to the required grade. The milled material to be used in DBM shall be minimum 80% of the theoretical quantity. (Based on HSR 17.43.1) Note:- If bitumen required is more than 4.00% as per job mix formula, no extra payment will be paid. Extra bitumen required will be considered as incidental to work.
Providing and laying 40 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 30 @ 5.4% per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of per MORTH specifications. (Based on HSR 17.31.4) Note: If bitumen required is this account more than 5.4% as per job mix formula no extra payment will be made, extra bitumen required will be considered as incidental to work.
Construction of Embankment (for berms) with approved material obtained from borrow pits, including compensation of earth, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications (Based on HSR 17.6). Note:- No earth work will be allowed to be taken from PWD B&R/ROW except for surplus earth after approval from Engineer.
Reinforced cement concrete M25 grade village Board size 1.85x0.90x0.075 m of standard design, fixing in position including painting and printing etc complete as per PWD Specifications, minimum reinforcement 16 kg, Embedded in Ground up to 55 cm in M-15 Concrete foundation 600x700x145 mm, as per Haryana PWD specification (HSR 34.27.5)
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. (HSR 34.26) Note:- Before start of work the contractor shall give brand , batch no. , manufacturing date of the material to be used and get approved the same from Engineer-In-Charge before use.
Recovery Items:- The rates quoted against recovery items will not be included in the total amount rather it will be deducted while calculating financial statement of the agency. Material obtained from dismantling of side drain have been calculated taking assumption that 80% of theoretical material will be retrieved. The dismantled material can used in any of the item for the work after modification (bringing it to required specifications) after approval from employer. In case it is not possible to use this material on the work, the agency can take away this material. This material can be taken away by the agency at the price quoted by the agency but minimum price to be quoted is limited to reserve price as fixed and mentioned as under:- (i)Bituminous Material @ Rs.1735/- Per Cum Note:- All quantities of the above materials have been worked out on the basis of theoretical quantities laid on this road. However, agency may visit site before quoting rates and assess the extent of retrieved material. There shall be no measurement after actual dismantling and if martial after dismantling is found on lesser side, no claim of agency on this score will be entertained and full recovery on the basis of quoted rate and quantity exhibited in the BOQ shall be made. The reserve rates are minimum rates to be used as base for quoting purchase rate by the agency. No rates below the reserve price will be entertained and reserve price will be considered for all purposes in case the agency quotes lesser that reserve price Note:- Basic rates mentioned in BOQ are inclusive of all taxes (i/c GST), duties, cess, royalties etc. In case of any difference in the unit & nomenclature of any of the HSR Items depicted in this DNIT and that given in HSR, the unit and nomenclature given in HSR shall be applicable.
Desh Deepak Contractor
CHAHAL CONSTRUCITON COMPANY
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .