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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.2 LAccepted-AOC NOT AVAILABLE | L1 | Accepted-AOC AOC | |
| 2 | L2₹39.8 L+₹1.6 L (4.09%)Rejected-Finance | L2 | Rejected-Finance NOT THE LOWEST BIDDER | |
| 3 | L3₹41.0 L+₹2.8 L (7.25%)Rejected-Finance | L3 | Rejected-Finance NOT THE LOWEST BIDDER | |
| 4 | L4₹43.2 L+₹5.0 L (13.2%)Rejected-Finance VILLAGE GRARI PO BHOGDHAR SIRMOUR HP | SIRMAUR | HIMACHAL PRADESH | 171226 | L4 | Rejected-Finance NOT THE LOWEST BIDDER | |
| 5 | L5₹50.0 L+₹11.7 L (30.7%)Rejected-Finance | L5 | Rejected-Finance NOT THE LOWEST BIDDER |
Tender Value
₹32.3 L
EMD Value
₹56,000
Closing Date
17 Aug 2019, 5:00 pmClosed
Executive Engineer, HPPWD Division Sangrah
Executive Engineer, HPPWD Division Sangrah
C/O R/wall to protect the play ground and C/O Boundary wall with G.l. Mesh) Deposit Work
2019_PWD_30571_7
2783-2833 Dated 22.07.2019
Open Tender
Civil Works
Item Rate
90 days
Sangrah
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,500
Executive Engineer, HPPWD Division Sangrah
₹56,000
30 Apr 2020
3 Aug 2019
19 Aug 2019
3 Aug 2019
17 Aug 2019
3 Aug 2019
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.
Providng and laying Cement Concrete M-10 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
Second class brick work using common burnt clay building bricks in foundation and plinth cement mortar 1:6 (1 cement : 6 sand) as per H.P. PWD.specification 1990 volume - I, including carriage of all labour,equipments and materials to various location through all modes of transportation in all leads and lifts , including all incidental charges.
Second class brick work using common burnt clay building bricks in foundation and plinth in square and rectangular pillars in superstructure above plinth level uptp floor two level as per H.P. PWD.specification 1990 volume - I, including carriage of all labour,equipments and materials to various location through all modes of transportation in all leads and lifts , including all incidental charges.
Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lear paint in R.S joist, channels angles,tees as per H.P. PWD.specification 1990 volume - I, including carriage of all labour,equipments and materials to various location through all modes of transportation in all leads and lifts , including all incidental charges.
Supplying and fixing woven plain G.I wire fencing of mesh to mesh 50mm to 150mm to any type of standard rails, strainging builts etc. including provision of binding wire, staples etc.as per H.P. PWD.specification 1990 volume - I, including carriage of all labour,equipments and materials to various location through all modes of transportation in all leads and lifts , including all incidental charges.
15mm cement plaster in two coats baing coat 10mm and finishing coat 5mm thick on fair side of brick masonry/stone masonry/concrete walls for interior plastering upto floor two level including arrised, internal rounded angles chamfers and/or rounded angles ot exceeding 80mm in girth and finished even and smooth in cement mortor 1:5 (1 cement : 5 sand)as per H.P. PWD.specification 1990 volume - I, including carriage of all labour,equipments and materials to various location through all modes of transportation in all leads and lifts , including all incidental charges.
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 H.P. PWD.specification 1990 volume - I, including carriage of all labour,equipments and materials to various location through all modes of transportation in all leads and lifts , including all incidental charges.
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
Vijay Singh Thakur
Naveen Chauhan
Jai Parkash
Harish Thakur
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