Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.7 LAccepted-AOC | L1 | Accepted-AOC AOC | |
| 2 | L2₹11.3 L+₹58,508.47 (5.45%)Rejected-Finance 126 RAJ KUMAR SANGAT SINGH NAGAR ADARSH NAGAR JALANDHAR JALANDHAR PUNJAB 144008 | JALANDHAR | PUNJAB | 144008 | L2 | Rejected-Finance L2 | |
| 3 | L3₹13.4 L+₹2.7 L (25.3%)Rejected-Finance R O VILLAGE WAKNA P O KANDAGHAT TEH KANDAGHAT DISTT SOLAN | L3 | Rejected-Finance L3 | |
| 4 | L4₹14.3 L+₹3.6 L (33.4%)Rejected-Finance GHUMARWIN DIVISION HP PWD GHUMARWIN | L4 | Rejected-Finance L4 |
Tender Value
₹7.2 L
EMD Value
₹14,500
Closing Date
2 Sept 2020, 5:00 pmClosed
Executive Engineer, HPPWD Division Sangrah
Executive Engineer, HPPWD Division Sangrah
C/O interlocking Paver block from Km. 3/00 to 3/130 and C/O Wing Wall from RD.3/040 to 3/045) UNDER MNP
2020_PWD_39984_6
3074-3124 dated 27.07.2020
Open Tender
Civil Works
Item Rate
120 days
Sangrah
Please refer Tender documents.
9 documents required · 9 mandatory
₹350
Executive Engineer, HPPWD Division Sangrah
₹14,500
16 Sept 2020
24 Aug 2020
3 Sept 2020
24 Aug 2020
2 Sept 2020
24 Aug 2020
Amount
Excatation in soil in hilly area in all depths using manual means as per drawing and technical specification ministry of Rural Development for rural roads August 2004 (Two thousands four) clause 305.1 (three hundred five point one) including setting out, coustruction of shoring and bracing, removal of stumps and other deleterious materials including dressing of sides and bottom and back filling in trenches with excavated suitable materials and stacking of materials useful for construction at suitable sites and safe dispoal of unsuitable cut materials by all modes of transportations in all leads and lifts at specified places in specified manner, systematically with level consideration to avoiding adverse effects on environment, trimming filling of unevenness blind age and finishing of the road to specified dimension or as directed by the Engineer-in-charge. 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.
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 M-10(M-Ten) mechanically mixed and viberated in foudation or similar works complete as per drawings and technical specification of ministery of rural Development for rural road clause 802,803,1202 &1203 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 satisfaction as per direction of Engineer- in-Charge
Providing & Laying concrete for plain / reinforced concrete in open foundation complete as per drawing and technical specification R.C.C. Grade M-20 1;2:4 mechanically mixed and viberated in Sub - structure or similar works complete as per drawings and technical specification of ministery of rural Development for rural road clause 802,804,805 ,806,807,1202 and 1204. ,including all height, lead, lift and carriage of materials as per the direction of Engineer incharge.
Supplying, fitting and placing MS bar reinforcement in foundation complete as -per drawings and technical specifications clauses 1000 and 1202 as per drawings and technical specification of ministery of rural Development for rural road clause 802,804,805 ,806,807,1202 and 1204. ,including all height, lead, lift and carriage of materials as per the direction of Engineer incharge.
Provinding and laying of interlocking concrete block Pavements having thickness 80 mm as per drawings and technical Specification clause1504(M-40) NTC Make or ISI Equvalent. including all height, lead, lift and carriage of materials as per the direction of Engineer incharge.
Providing and laying reinforced cement concrete pipe NP2 600mm dia ( Nine hundred milimetre) dia for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 ( One cement is to two sand) but excluding excavation protection works backfilling concrete and masonry woks in head walls and parapets as per clause 1108 Including all leads, lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.
Back filling behind abutment, Wing wall &Return wall complete as per drawing and technical sepecification clause 1204.3.8.including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.
Providing weep holes in brick masonry/stone masonery plain/reinforced concrete abutment wingwall ruturn wall with 100mm dia PVC pipe extending throught the full width of the structure withslopes of i(V):20(H) towards drawing face complete as per drawing and technical specification clause 614,709,1204.3.7, including all lead, lift and carriage of materials as per the direction of Engineer incharge .
RAJ KUMAR
Bhim Singh
RAJENDER SINGH
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .