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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.1 CrAdmitted-Finance JIND JIND HARYANA | JIND | HARYANA | 126101 | ₹6.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹6.2 Cr+₹15.1 L (2.48%)Admitted-Finance 65 MODEL TOWN 136026 | KAITHAL | HARYANA | 136026 | ₹6.2 Cr+₹15.1 L (2.48%) | L2 | Admitted-Finance |
| 3 | L3₹6.3 Cr+₹24.8 L (4.08%)Admitted-Finance BALBEHRA VILLAGE BALBEHRA TEHSIL GUHLA KAITHAL 132027 | 132027 | ₹6.3 Cr+₹24.8 L (4.08%) | L3 | Admitted-Finance |
| 4 | L4₹6.5 Cr+₹38.4 L (6.31%)Admitted-Finance H NO 46 BANK COLONY BHUNA ROAD TOHANA TEHSIL DISTT FATEHBAD HARAYANA | HISAR | HARYANA | 125047 | ₹6.5 Cr+₹38.4 L (6.31%) | L4 | Admitted-Finance |
| 5 | L5₹6.5 Cr+₹40.4 L (6.65%)Admitted-Finance PANCHKULA | ₹6.5 Cr+₹40.4 L (6.65%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | vijay kansal contractor L2 | Desh Deepak Contractor L4 | MUKESH KUMAR CONTRACTOR L3 | Balbir Singh Contractor L5 | GURMAIL SINGH L6 | CHAHAL CONSTRUCITON COMPANY L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | [10.8]Providing and laying of conglomerate floor 40mm thick cement concrete topping 1:2:4 | 112.5 | Sqm | 160 ₹18,000 | 150 ₹16,875 | 120 ₹13,500 | 101 ₹11,362.5 | 100 ₹11,250 Lowest | 120.87 ₹13,597.88 |
| 2.00 | [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) | 420 | Sqm | 70 ₹29,400 | 60 ₹25,200 | 50 ₹21,000 | 21 ₹8,820 Lowest | 60 ₹25,200 | 56.1 ₹23,562 |
| 3.00 | [17.15.1]Granular Sub-Base with Coarse Graded Material - Grading-I or II or III (Table:- 400-2)
Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORTandH specifications 1. Grading I material | 5,250 | cum | 1,000 ₹52,50,000 | 900 ₹47,25,000 | 900 ₹47,25,000 | 803 ₹42,15,750 Lowest | 900 ₹47,25,000 | 868.33 ₹45,58,732.5 |
| 4.00 | [17.26.2]Tack Coat 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 | 1,76,505 | Sqm | 8 ₹14,12,040 Lowest | 9 ₹15,88,545 | 10 ₹17,65,050 | 12 ₹21,18,060 | 16 ₹28,24,080 | 10.92 ₹19,27,434.6 |
| 5.00 | [17.31.2]Bituminous Concrete with Batch type HMP 2. Bituminous Concrete 30 mm to 45 mm thickness (grading II) with 100-120 TPH batch type HMP Providing and laying 30mm - 45 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 Note-If bitumen required is more than 5.4% as per job mix formula, no extra payment will be paid. Extra bitumen required will be considered as incidental to work. | 5,295.15 | cum | 6,100 ₹3,23,00,415 | 6,020 ₹3,18,76,803 | 5,800 ₹3,07,11,870 | 6,707 ₹3,55,14,571.05 | 6,500 ₹3,44,18,475 | 5,659.61 ₹2,99,68,483.89 Lowest |
| 6.00 | [17.5.3]Compacting Original Ground 3. Compaction of Earthwork
Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications | 26,250 | Sqm | 2 ₹52,500 Lowest | 5 ₹1,31,250 | 4 ₹1,05,000 | 2 ₹52,500 Lowest | 10 ₹2,62,500 | 4.67 ₹1,22,587.5 |
| 7.00 | [17.6]Construction of Embankment with Material obtained from Borrow pits NA Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift 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. | 2,406.3 | cum | 80 ₹1,92,504 Lowest | 90 ₹2,16,567 | 100 ₹2,40,630 | 101 ₹2,43,036.3 | 100 ₹2,40,630 | 122.88 ₹2,95,686.14 |
| 8.00 | [17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. | 26,250 | Sqm | 450 ₹1,18,12,500 | 510 ₹1,33,87,500 | 460 ₹1,20,75,000 | 423 ₹1,11,03,750 | 400 ₹1,05,00,000 Lowest | 437.41 ₹1,14,82,012.5 |
| 9.00 | [34.12.1]Advance Direction sign board 900x900 square as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 1. Using retro reflective Sheeting Class C as per IRC 67 2012 | 2 | Each | 7,000 ₹14,000 | 8,000 ₹16,000 | 5,000 ₹10,000 | 3,555 ₹7,110 Lowest | 5,000 ₹10,000 | 6,677.33 ₹13,354.66 |
| 10.00 | [34.19.2]Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67- 2012. 2. Using high intensity Microprismatic grade retro reflective Sheeting Class B as per IRC 67 2012 | 26 | Each | 2,000 ₹52,000 | 2,500 ₹65,000 | 2,000 ₹52,000 | 695 ₹18,070 Lowest | 2,500 ₹65,000 | 2,147.64 ₹55,838.64 |
Tender Value
₹9.1 Cr
EMD Value
₹18.2 L
Closing Date
19 Jul 2024, 5:00 pmClosed
VARUN KANSAL
PD - II, Kaithal
Special repair of Karnal Kaul Pehowa Patiala road (Sec. Karnal to Pehowa SH No. 9) (Km. 32.00 to 48.00) in Distt. Kaithal. (ID 6835) (SH) (Pundri Constituency)
2024_HRY_387908_1
2024749295CC 1224 4798 8287 CBB262234A16640BAR
Open Tender
Civil Works
Works
180 days
JEETGARH KAUL
2 documents required · 2 mandatory
₹20,000
₹18.2 L
Yes
CIRCLE OFFICE AT KAITHAL
16 Aug 2024
6 Jul 2024
19 Jul 2024
6 Jul 2024
19 Jul 2024
6 Jul 2024
12 Jul 2024
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