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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.7 LAccepted-AOC ESD NO II UHL STAGE III BVPCL CHULLAH | LANGNA | MANDYA | KARNATAKA | 571401 | L1 | Accepted-AOC aoc | |
| 2 | l2₹10.4 L+₹64,042.50 (6.57%)Rejected-Finance | l2 | Rejected-Finance NOT THE LOWEST BIDDER | |
| 3 | l3₹11.2 L+₹1.5 L (15.0%)Rejected-Finance | l3 | Rejected-Finance NOT THE LOWEST BIDDER | |
| 4 | l4₹12.0 L+₹2.2 L (23.0%)Rejected-Finance | l4 | Rejected-Finance NOT THE LOWEST BIDDER | |
| 5 | l5₹12.6 L+₹2.9 L (29.5%)Rejected-Finance CHANDRONA TEHSIL NOHRADHAR DISTRICT SIRMOUR H P | l5 | Rejected-Finance NOT THE LOWEST BIDDER |
Tender Value
₹9.4 L
EMD Value
₹18,800
Closing Date
2 Jan 2020, 5:00 pmClosed
Executive Engineer, HPPWD Division Sangrah
Executive Engineer, HPPWD Division Sangrah
C/O retaining wall in PCC at km 73/483 to 73/508
2019_PWD_33443_6
8645-95 DATED 10.12.19
Open Tender
Civil Works
Item Rate
90 days
Sangrah
Please refer Tender documents.
10 documents required · 10 mandatory
₹350
Executive Engineer, HPPWD Division Sangrah
₹18,800
27 Jan 2020
19 Dec 2019
3 Jan 2020
19 Dec 2019
2 Jan 2020
19 Dec 2019
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 necessry 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 plain cement concrete 1:6:12 (One cement is to six sand is to twelve graded hard crushed stone aggregate nominal mix) mechanically mixed and vuberated in foudation or similar works complete works complete as per drawings and technical specification of ministery of rural Development for rural road August 2004(Two thousand four) clause 802-803, 1202 and 1203 (eight hundred two, Eight hundred three , One thousand two hundred two and one thousnad two hundred three) and curing complete including cost of form work and hauling/ carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire specifications as per direction of Engineer- in-Charge
Providing and laying cement concrete plain/reinforced concrete in open foundatiion and substructure upto all heights as per the drawing and techical specification clause 802-803 1202. &1203 in cement concrete 1:4:8 ( One cement: four sand: eight graded stone aggegate 40mm nominal size, including all leads,lifts and carriage of materials as per HP.PWD specification including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge
Back filling behind abutment ,wing wall and return wall complete as per drawing and technical specificaition clause 1204.3.8 (One thousand two hundred four point three point eight) Granular material including all leads,lifts and carriage of materials as per HP.PWD specification including hauling of material in all leads, lifts as per the entire specification and direction of Engineer-in-charge
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutmen,t wing wall return wall with 100mm dia PVC pipe extending throught the full width of the structure with slopes of 1(V):20(H) towards drawing face complete as per drawing and technical specification clause 614,709,1204.3.7 .as per HP.PWD specification 1990 volume-I, including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts as per entire satisfaction of Engineer in charge.
DEEPU THAKUR
RANBEER SINGH
VIJENDER SHARMA
Ashok Kumar
RANDEEP SINGH
SHARMA CONSTRUCTIONS
SURINDER KUMAR
YASH PAL
ASHOK RANA CONTARCTOR
Dalip Singh Rana
Gian Singh
Rahul Chuhan
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