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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-AOC VILL CHAWLA P O GAGAL SHIKORE TEHSIL PACHAD DISTT SIRMOUR | SIRMAUR | HIMACHAL PRADESH | 171226 | ₹5.0 L | L1 | Accepted-AOC AOC |
| 2 | L2₹6.5 LRejected-Finance | ₹6.5 L | L2 | Rejected-Finance L2 |
| 3 | L3₹6.6 LRejected-Finance N A | ₹6.6 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Dalip Singh Rana L2 | PARDEEP SINGH L1 | vijay singh L3 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation for structures in all depths as per drawing and Technical specification of Ministery of Rural Development for rural roads August 2004 (Two thousand four) C-305-1(Clause-three hundred five point one) including setting out construction of shoring and bracing, removal of stumps and other deleterious materials including dressing of sides and botttom and back filling in tranches with excavated suitable materials all work of rock cutting by blasting shall be carried out by taking all necessary precaution against soil erosion damages to hill side water pollution etc. and to protect stability of hill side rock shall be excavated with chiesling 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 drawings or as directed by the Engineer-in-Charge hauling and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials by all modes of transportations in all leads and lifts at specified places, in specified manner systemathically with due consideration to avoiding adverse effects on environment, trimming filling of unevenness blind age and finishing of the road to specified dimension to the entire satisfaction as directedby the Engineer-in-charge. If the foundatioin of the structure is in an area with stangnat water or water is met with in the excavation due to spring seepage rain and other courses it shall be remove by suitable diversion boilingout or pumping as directed and the area of foudation or embankment shall be kept dry any loss to the public or private property during the course of excavation shall be the sole responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases. | 49.95 | Per Cum | 171 ₹8,541.45 | 310 ₹15,484.50 | 180 ₹8,991 |
| 2.00 | Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 PCC.Grade M-10(Ten) nominal mix including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge. | 155.4 | Per Cum | 4,123 ₹6.4 L | 3,100 ₹4.8 L | 4,200 ₹6.5 L |
Tender Value
₹6.2 L
EMD Value
₹12,400
Closing Date
19 May 2022, 10:00 amClosed
Executive Engineer, HPPWD Division Sangrah
Executive Engineer, HPPWD Division Sangrah
A/R and M/O Solan Meenus road km. 92/00 to 110/00 (SH C/O Essential Parapets from km. 102/00 to 110/00)
2022_PWD_60476_17
Sangrah 912-32 dated 05.05.2022
Open Tender
Civil Works
90 days
Sangrah
Please refer Tender documents.
9 documents required · 9 mandatory
₹350
₹12,400
16 Jun 2026
11 May 2022
19 May 2022
11 May 2022
19 May 2022
11 May 2022
Amount
Earth work in excavation for structures in all depths as per drawing and Technical specification of Ministery of Rural Development for rural roads August 2004 (Two thousand four) C-305-1(Clause-three hundred five point one) including setting out construction of shoring and bracing, removal of stumps and other deleterious materials including dressing of sides and botttom and back filling in tranches with excavated suitable materials all work of rock cutting by blasting shall be carried out by taking all necessary precaution against soil erosion damages to hill side water pollution etc. and to protect stability of hill side rock shall be excavated with chiesling 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 drawings or as directed by the Engineer-in-Charge hauling and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials by all modes of transportations in all leads and lifts at specified places, in specified manner systemathically with due consideration to avoiding adverse effects on environment, trimming filling of unevenness blind age and finishing of the road to specified dimension to the entire satisfaction as directedby the Engineer-in-charge. If the foundatioin of the structure is in an area with stangnat water or water is met with in the excavation due to spring seepage rain and other courses it shall be remove by suitable diversion boilingout or pumping as directed and the area of foudation or embankment shall be kept dry any loss to the public or private property during the course of excavation shall be the sole responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases.
Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 PCC.Grade M-10(Ten) nominal mix including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.
Dalip Singh Rana
vijay singh
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