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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 LAccepted-AOC CHANDRONA TEHSIL NOHRADHAR DISTRICT SIRMOUR H P | L1 | Accepted-AOC AOC | |
| 2 | L2₹2.9 L+₹55,189.90 (23.1%)Rejected-Finance DALHOUSIE HIMACHAL PRADESH | L2 | Rejected-Finance L2 | |
| 3 | L3₹3.0 L+₹57,781.92 (24.2%)Rejected-Finance HIMACHAL PRADESH HP | SOLAN | HIMACHAL PRADESH | 173202 | L3 | Rejected-Finance L3 | |
| 4 | L4₹3.0 L+₹60,005.28 (25.2%)Rejected-Finance VILLAGE BOUNAL P O RAJANA TEHSIL SANGRAH DISTT SIRMOUR H P | L4 | Rejected-Finance L4 |
Tender Value
₹2.7 L
EMD Value
₹5,400
Closing Date
29 Sept 2022, 10:00 amClosed
Executive Engineer, HPPWD Division Sangrah
Executive Engineer, HPPWD Division Sangrah
C/O link road from village Sangna to Govt. Sen Sec. School Sangna Satahan km. 0/00 to 4/00 (SH - C/O B/wall in wire crate from RD. 0/550 to 0/570 and 0/580 to 0/600) . Under MNP
2022_PWD_65282_11
Sangrah 8252-8301 Dt 13.09.2022
Open Tender
Civil Works
Item Rate
90 days
Sangrah
Please refer Tender documents.
10 documents required · 10 mandatory
₹350
₹5,400
1 Feb 2023
22 Sept 2022
29 Sept 2022
22 Sept 2022
29 Sept 2022
22 Sept 2022
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 disposal 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 a diverse effects on environment, trimming filling of uneverness 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 whole responsibility of the contractor which shall have to be duly compensated by him at his on cost in all cases including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge.
Excavation in foundation,trenches etc. in earth work in all heights and depths in all kinds of soil, including saturated soil comprising of pick work,jumper work and blasting work both in soft and hard rock with chiselling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soil including dewatering where ever required,setting out to required lines,levels as shown on the drawings and as directed by the Engineer-in-Charge at site, according to the HPPWD specification of 1990-Volume-I, and shorting out useful and un-useful materials and stacking the same in all leads,lifts and transportations of the usefull materials for filling in roadways embankments for grades improvements and levelling to required grades and then disposing of surplus excavated earth in acquired width of road on or approved dumping sites through all modes of transpsportation including head load animal load or mechanical means alongwith its levelling fine dressing and all labour, mechnieries materials,tools,equipments and incidental necessary to complete the work by mechanized means and labouor(if any required).All useful materials such as stone single, aggregate and slates shall be sorted out and stacked along road side to the maximuim possible extends in all leads,lifts through all modes of transportation and all others incidental charges any loss to the public and private properities during the course of execution and disposal of serviceable and un-serviceable materials shall be the absolute responsibility of the contractors and shall have to be duly compensated by him in all respect including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge.
Wire crate made of G.I. wire filling with boulder with square cut faces against the wire(wirecrates to be measured and paid for seperately as per HP.PWD specification including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge
Wire crate made of G.I. wire filling with boulder with square cut faces against the wire (Boulder filling to be measured and paid for seperately )G.I.wire 4 mm (Four milimetre) thick corresponding to SWG-8 ,15cmx15cm (Fifteen centimetre isti Fifteen centimetre) mesh 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
JAGDISH KUMAR
SANDEEP SHARMA
SOM PRAKASH
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