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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.9 CrAccepted-AOC | ₹13.9 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹13.9 Cr+₹1.6 L (0.12%)Rejected-Finance | ₹13.9 Cr+₹1.6 L (0.12%) | L2 | Rejected-Finance L2 |
| 3 | L3₹15.5 Cr+₹1.6 Cr (11.6%)Rejected-Finance VPO TAKOLI TEHSIL BANGANA DISTRICT UNA H P | UNA | HIMACHAL PRADESH | 174301 | ₹15.5 Cr+₹1.6 Cr (11.6%) | L3 | Rejected-Finance L3 |
| 4 | L4₹18.9 Cr+₹5.0 Cr (36.2%)Rejected-Finance | ₹18.9 Cr+₹5.0 Cr (36.2%) | L4 | Rejected-Finance L4 |
Tender Value
₹20.1 Cr
EMD Value
₹40.2 L
Closing Date
2 Sept 2024, 11:00 amClosed
Executive Engineer
Executive Engineer HPPWD Division Paonta Sahib District Sirmour (HP)
Construction of double lane PSC bridge 180 metre span over Bata River between Puruwala Kanshipur to Kundion in Tehsil Paonta Sahib District Sirmour (HP). Under NABARD RIDF-XXIX.
2024_PWD_92014_1
Corrigendum No. 3200-09 dated 17.08.2024
Open Tender
Civil Works - Bridges
Percentage
730 days
Paonta Sahib
Please refer tender document
22 documents required · 22 mandatory
₹5,000
EE Paonta Sahib
₹40.2 L
11 Mar 2025
20 Aug 2024
2 Sept 2024
20 Aug 2024
2 Sept 2024
20 Aug 2024
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1BRIDGE PORTION :- | |||||
| 1.1 | Earth for structure ( Earth work in excavation of foundation of structure in all depths as per drawing & technical specification for Rural Road August 2004 clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleteruious materials & disposal in all leads & lifts including dressing of sides & bottom & back filling in trenches with excavated suitable materials by mechanical means upto all heights " as per theMoRT&H specification for roads & bridges ". All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion damage to hill side water pollution etc. and to protect stability of hill side rock shall be excavated with chiselling and wedging out rock ( where blasting is prohibited ). All earth work in cutting/ excavation including rock excavation shall be carried out true to lines, grades, side slopes, width, camber super elevation and level as shown on the drawing or as directed by the Engineer-in-Charge hauling & stacking of materials useful for construction at suitable sites & safe disposal of unsuitable cut materials in specified manner trimming filling of unevenness blindage & finishing of the road to specified dimension or as directed by the Engineer-in-Charge. If the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring seepage rain and other causes, it shall be remove by suitable diversion bailing out or pumping as directed and the area of the foundation or embankment shall be kept dry. Any loss to the public or private property during the course of excavation shall be the whole responisibility of the contractor which shall have to be duly compensated by him at his own cost in all cases. | 1,425.2 | Per Cubic metre | 357 | ₹5,08,794.62 |
| 1.2 | Providing & laying cutting edge of mild steel in the well foundations complete as per drawing, specifications enclosed with tender document and MoRT&H specification for roads and bridges works. including all material, labour, safety measures,equipment and incidential work required to execute the job in all respect as per the specifications. | - | Per Metric Tonne | 1,61,729 | - |
| 1.3 | Providing & laying M35 grade mechnically mixed & vibrated cement concrete (reinforced cement concrete ) in well curb using 43/53 grade Ordinary portland cement, 20 mm ( twenty milimetre ) & down stone aggregate and approved quality sand including the cost of centring and shuttering ( exluding the cost of reinforcement only which shall be paid separately ) with all leads, lifts of any depth & height and all complete as per drawing, specifications enclosed with tender decument and MoRT&H specifications for Roads & Bridges works,Including cost of pumping/ bailing out of water wherever required to keep the work area in dry condtion . Designing and getting approval of the design and drawing of form work and tempoorary structures from the Engineer-in-Charge well before start of work at site, including all material, labour, safety measures,equipment and incidential work required to execute the job in all respect as per the specifications. | 201.16 | Per Cubic metre | 10,414 | ₹20,94,849 |
| 1.4 | Providing & laying M25 grade mechnically mixed & vibrated cement concrete (reinforced cement concrete ) in well steining using 43/53 grade Ordinary portland cement, 20 mm ( twenty milimetre ) & down stone aggregate and approved quality sand including the cost of centring and shuttering ( exluding the cost of reinforcement only which shall be paid separately ) with all leads, lifts of any depth & height and all complete as per drawing, specifications enclosed with tender decument and MoRT&H specifications for Roads & Bridges works,Including cost of pumping/ bailing out of water wherever required to keep the work area in dry condtion structure from the Engineer-in-Charge. Designing and getting approval of the design and drawing of form work and tempoorary structures from the Engineer-in-Charge well before start of work at site, including all material, labour, safety measures,equipment and incidential work required to execute the job in all respect as per the specifications. | 2,337.9 | Per Cubic metre | 9,268 | ₹2,16,67,694.27 |
| 1.5 | Providing & laying M25 grade mechnically mixed & vibrated cement concrete ( plain cement concrete ) in using 43/53 grade Ordinary portland cement, 20 mm ( twenty milimetre ) & down stone aggregate and approved quality sand in the top/ intermediate and bottom plug of the well foundations and below approach slab as per drawing, specifications enclosed with tender decument and MoRT&H specifications for Roads & Bridges works,Including cost of pumping/ bailing out of water ( if required ) for top/intermediate plug and placing concrete ( Under water ) using tremie pipe methid for bottom plug and wherever under ground concreting is done. Providing & mixing all ingredients of cement concrete including admixtures if required, transportation, placement, compaction, finishing and curing of concrete, including all material, labour, safety measures,equipment and incidential work required to execute the job in all respect as per the specifications. | 1,140.67 | Per Cubic metre | 8,745 | ₹99,75,124.17 |
| 1.6 | Providing & placing selected & compacted sand fill in the well foundations as per the Drawing, specifications enclosed with the tender document and MoRT&H Specifications for Road & Bridges works. The sand shall be clean and free from earth, clay clods, roots, boulders, shingles etc. Measurement shall be made for actual volume of sand fill placed inside the wells, including all material, labour, safety measures,equipment and incidential work required to execute the job in all respect as per the specifications. | 1,598.44 | Per Cubic metre | 2,027 | ₹32,40,045.99 |
| 1.7 | Providing & placing M35 grade mechnically mixed & vibrated cement concrete (reinforced cement concrete ) in well cap using 43/53 grade Ordinary portland cement, 20 mm ( twenty milimetre ) & down stone aggregate and approved quality sand including the cost of centring and shuttering ( exluding the cost of reinforcement only which shall be paid separately ) with all leads, lifts of any depth & height and all complete as per drawing, specifications enclosed with tender decument and MoRT&H specifications for Roads & Bridges works,Including cost of pumping/ bailing out of water wherever required to keep the work area in dry condtion. Designing and getting approval of the design and drawing of form work and tempoorary structures from the Engineer-in-Charge well before start of work at site. All arrangements required to keep the reinforcement bars projecting out in position with due cover blocks provided as per the specifications, including all material, labour, safety measures,equipment and incidential work required to execute the job in all respect as per the specifications. | 578.28 | Per Cubic metre | 8,857 | ₹51,21,817.1 |
| 2Sinking of 6.50 mtrs ( Six point zero metres ) external diameter pier wells through all type of strata complete as per drawing, specifications enclosed with the tender document and MoRT&H specifications for Roads & Bridges works. The sinking history, tilts and shifts of wells, type of soil strata encountered etc. shall also be recorded as per the Specifications & directions of the Engineer-in-Charge. In order to have first hand information about the type of soil strata available at the site, Contractors are advised to visit the office of the Engineer-in-Charge to see the available bore log details. However and such information shall be got confirmed by the contractor at his own end before submitting the tender and department shall not be responsible for any variation in the type o soil strata. The quoted rates shall be applicable for all type of soil strata at the site. Nothing extra shall be paid in case of different soil strata encountered at the site during sinking of well. The quoted rate shall include cost of any remedial measure to bring the tilt or shift within permissible value to the satisfaction of the Engineer-in-Charge, in case of a well developing tilt or shift beyond the specified permissible value i.e. 1 in 80 and 150 mm respectively. In case the resultant tilt and or shift of any well exceeds 1 in 50 and 300 mm respectively the well shall be regarded as not conforming to the specifications and a sub-standard work. In such case if Engineer-in-Charge rejects the well, the contractor shall dismantle the rejected well to the extent directed by the Engineer-in-Charge and remove the debris at his own cost. Further the contractor shall, at his own risk and expense complete the work with modifications acceptable to the Engineer-in-Charge. Before start at the site conformatory boring shall be done upto a depth of 15.00 metres below the founding levels at the location of all the foundations & cost of the same shall be included in the quoted rates. | |||||
| 2.1 | Depth upto 10.00 metres from top of well cap, , including all material, labour, safety measures,equipment and incidential work required to execute the job in all respect as per the specifications. | - | Per running metre | 12,011 | - |
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