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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹96.6 LAccepted-AOC | 1st | Accepted-AOC ok | |
| 2 | 2nd₹1.0 Cr+₹6.7 L (6.93%)Rejected-Finance | 2nd | Rejected-Finance 2nd Lowest | |
| 3 | 3rd₹1.1 Cr+₹14.9 L (15.5%)Rejected-Finance | 3rd | Rejected-Finance 3rd Lowest | |
| 4 | 4th₹1.2 Cr+₹19.6 L (20.3%)Rejected-Finance RGTPP KHEDAR HISAR HARYANA | HISAR | HARYANA | 125001 | 4th | Rejected-Finance 4th Lowest |
Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
17 Nov 2021, 5:00 pmClosed
Executive Engineer
Provl Divn Narwana
CONSTRUCTION OF SIDE DRAIN ON AMBALA HISAR ROAD OLD NH-65 NEW FROM RD 102.95 TO 105.600 (KALAYAT CITY) IN KAITHAL DISTT. (ROAD ID 10773)
2021_HRY_194766_1
Side Drain Kalayat
Open Tender
Civil Works - Roads
Item-rate/Agreement basic
180 days
Narwana
Please refer Tender documents.
2 documents required · 2 mandatory
₹15,000
₹2.2 L
Yes
15 Mar 2022
3 Nov 2021
18 Nov 2021
3 Nov 2021
17 Nov 2021
3 Nov 2021
3 Nov 2021 - 3 Nov 2021
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (HSR 4.14.1)
Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. (HSR 10.100.2)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) (HSR 6.1.6)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) (HSR 6.1.2)
Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (HSR 7.21.1)
12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) (HSR 11.5.3)
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform (HSR 6.30.3)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level: 1 : 1. 5: 3 ( 1 cement : 1. 5 coarse sand (zone-Ill): 3 cum graded stone aggregate 20 mm nominal size) (HSR 6.14.1)
Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level. Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. (Thermo-Mechanically Treated bars of grade Fe-500D kg or more. HSR 6.33.6)
Providing and Laying 600 mm Reinforced cement concrete pipe NP3 prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets 1000 mm dia, as per clause 2900 of MORT&H specifications (HSR 17.61.1) Note:- Contractor shall supply bill of manufacture of pipes. Pipes should bear name of manufacturer and ISI mark along with bill duly valid ISI certificate of manufacturer should be supply. Without these bills certificate no payment shall be released.
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. (HSR 5.23.1) Nominal concrete 1:1.5:3 or richer mix (i/c equivalent design mix)
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. (HSR 5.7.4) In cement mortar
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) Steel @ Rs.25/- Per Kg
(ii) Good Bricks @ 5.00 Each
(iii) Brick Bats @ 500/- 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
DINESH KUMAR CONTRACTOR
SUMIT KUMAR CONTRACTOR
NAFE SINGH CONTRACTOR
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