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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹40.0 LAccepted-AOC | L-1 | Accepted-AOC Lowest Tender | |
| 2 | L-2₹41.5 L+₹1.5 L (3.66%)Rejected-AOC VILLAGE PARAG P O BREWERY TEHSIL DISTT SOLAN HP | SOLAN | HIMACHAL PRADESH | 171102 | L-2 | Rejected-AOC Not Lowest | |
| 3 | L-3₹41.8 L+₹1.8 L (4.46%)Rejected-AOC DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 176001 | L-3 | Rejected-AOC Not Lowest | |
| 4 | L-4₹43.9 L+₹3.9 L (9.65%)Rejected-AOC | L-4 | Rejected-AOC Not Lowest |
Tender Value
₹37.4 L
EMD Value
₹63,600
Closing Date
11 Sept 2019, 4:00 pmClosed
EE HPPWD Kasauli
EE HPPWD Kasauli
C/O road Kharyana to Ranopul via kothi G P Deothi SH C/O formation deficiency R/Wall Providing x drainage work and slab culvert WBM Gr-I kacha side drain and parapets in km 0/0 to 2/460 under NABARD RIDF XX
2019_PWD_31054_1
no/PW/ksli/NIT/19-20-7386-96 dated 13/8/19
Open Tender
Civil Works
Item Rate
180 days
Subathu
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,500
EE Kasauli
₹63,600
14 Apr 2020
28 Aug 2019
12 Sept 2019
28 Aug 2019
11 Sept 2019
28 Aug 2019
Amount
Removal of land slide in hilly area in ordinary rock not requiring blasting by mechnical means including cutting and trimming of slops and disposal of cut material with in all lift and lead as per technical specification 302.3.5 (three zero two point three point five) and 1611 (one six one one) and MORD Specification and as per direction of Engineer in Charge including carriage of all labour, equipment and material to various locations through all modes of transportation in all leads and lifts and all incidental charges.
Providing and laying concrete for P.C.C. grade M-10 (ten) nominal mix 1:3:6 (one cement isto three sand isto six graded stone aggregate 40mm (forty milimeters) nominal size) mechanically mixed, vibrated, curing complete and including cost of form work in open foundations complete as per drawings and technical specifications clause 802, 803,1202 and 1203 (eight hundred two, eight hundred three, one thousand two hundred two and one thousand two hundred three) as per MORD specifications including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges
Providing and laying Plain Cement Concrete nominal mix 1:6:12 (one cement isto six sand isto twelve graded stone aggregate 40mm (fourty milimeters) nominal size) Mechanically mixed and vibrated and curing complete in open foundations and plinths for all type of structure including the cost of form work complete as per drawing and MORD Technical Specification clause 802, 803, 1202 and 1203 (Eight hundred two, eight hundred three, one thousand two hundred two and one thousand two hundred three) or as directed by the Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidental charges.
Providing and laying reinforcement Cement concrete wearing coat, M-30 (thirty) imn substructure using concrete mixure upto 5.00 meter complete as per drawing and Technical Specifications including carriage of all labour equipments and material to various location through all modes of transportation in all leads and lifts as per the direction of the Engineer-in-charge
Backfilling of Granular material behind abutment, wing wall and return wall, breast walls, retaining walls and parapets up to all heights, depths and levels complete as per drawings and MORD technical specification clause 1204.3.8 (one thousand two hundred four point three point eight) , including carriage of all labour equipment and materials to various location of site through all modes of transportations in all leads lifts and all incidental charges.
Providing and laying cement concrete 1 :1.5 :3 [ One cement isto One and half sand isto Three graded hard stone aggregate 20 (Twenty) millimeters nominal size] conforming to grade M-25 (M-Twenty Five) mechanically mixed and vibrated and curing complete, excluding cost of form work and reinforcement for reinforced concrete work, 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 in:upto hoeight 5.00 meter.
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications including carriage of all labour equipments and material to various location through all modes of transportation in all leads and lifts as per the direction of the Engineer-in-charge
Loosening levelling and compacting original supporting embankment to facilitate placement of of Ist layer of embankment scarified to the depth of 150mm mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in tables 300.1 and 300.2 (three zero zero point one and (three zero zero point two) for embankment construction as per Technical Specification Clause 301.4.(three zero three point one point four) and as per MORD specification including carriage of all labour, equipment and material to various location through all modes of transportation in all lead, lift and all incidental charges.
providing, laying stone soling G-1 spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness hand packing,rolling with three wheel 80-100KN static roller in stages to propergrade and camber, applying and brooming, stone screening/binding materials to fill up the interstices coarse aggregate,watering and compacting to the required denesty grading-I as per technical specification clause 405 including carriage of materials,labour and equipments to various location of site of work through all modes of transportation in all leads,lifts and all incidental charges .By mechanical means
Construction of precast RCC railing of M30 (thirty) Grade, aggregate size not exceeding 12 mm, (twelve milimeters) true to line and grade, tolurence of vertical RCC post not to exceed 1(one) in 500, (five hundred) centre to centre spacing between vertical post not to exceed 2000 mm, (two thousand milimetres) leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. including carriage of all labour equipments and material to various location through all modes of transportation in all leads and lifts as per the direction of the Engineer-in-charge
Providing and fixing Drainage Spouts complete as per drawing and Technical specifications including carriage of all labour equipments and material to various location through all modes of transportation in all leads and lifts as per the direction of the Engineer-in-charge
Providing and installing of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, (seventy milimetres) complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. as per drawing and technical specificaton.
Providing and laying Cement concrete wearing coat, M-30 (thirty) grade including reinforcement complete as per drawing and Technical Specifications including carriage of all labour equipments and material to various location through all modes of transportation in all leads and lifts as per the direction of the Engineer-in-charge
PCC M-15 grade levelling course below approach slab complete as per drawing and Technical Specifications including carriage of all labour equipments and material to various location through all modes of transportation in all leads and lifts as per the direction of the Engineer-in-charge
Providing weep holes in brick masonry/stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100mm (one hundred millimeter) dia PVC pipe extending through the full width of the structure with slope of 1:20 (One verticle isto twenty horizontal) towards drawing face complete as per drawing and MORD technical specification clause 614, 709, 1204.3.7(six hundred fourteen, seven hundred nine, one thousand two hundred four point three point seven) or as directed by the Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidentals.
Providing andfilling joint ceiling compound as per drawing and MORD technical specification clause 614, 709, 1204.3.7(six hundred fourteen, seven hundred nine, one thousand two hundred four point three point seven) or as directed by the Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidentals.
Providing and applying 2 (two) coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 (one) litre for 2 (two) Square metres including carriage of all labour equipments and material to various location through all modes of transportation in all leads and lifts as per the direction of the Engineer-in-charge
suman kumar sharma
Sanjay Kumar
Amar Lal
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