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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹14.4 LAccepted-AOC | L-1 | Accepted-AOC accepted | |
| 2 | L-2₹14.9 L+₹51,786.92 (3.59%)Rejected-AOC | L-2 | Rejected-AOC rejected | |
| 3 | L-3₹15.1 L+₹64,272.70 (4.46%)Rejected-AOC | L-3 | Rejected-AOC rejected | |
| 4 | L-4₹15.5 L+₹1.1 L (7.49%)Rejected-AOC R O SUNNY LODGE NEAR PATWAR GHAR SANJAULI SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | L-4 | Rejected-AOC rejected | |
| 5 | L-5₹15.7 L+₹1.3 L (9.04%)Rejected-AOC | L-5 | Rejected-AOC rejected |
Tender Value
Refer Docs
EMD Value
₹28,200
Closing Date
27 Aug 2020, 4:00 pmClosed
Executive Engineer
executive Engineer HPPWD Kasauli
C O Gamberpul mareheta via Daunta Baniara road in km 0/0 to 2/100 SH C/O RCC slab culvert at RD 0/575 with wing wall under SCCP
2020_PWD_39740_1
4539-47
Open Tender
Civil Works
Item Rate
180 days
Kasauli
As per tender document
8 documents required · 8 mandatory
₹500
Yes
EE Kasauli
₹28,200
4 Jan 2021
13 Aug 2020
28 Aug 2020
13 Aug 2020
27 Aug 2020
13 Aug 2020
Amount
Earth work in excavation in ordinary soil in all depths for structure as per drawing and technical specification for rural road specification clause 305.1(Three hundred Five point One) & 1104 (one one zero four) including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead and lifts including dressing of sides and bottom and backfilling in trenches with excavated suitable material. All work of excavation by blasting shall be carried out by taking all necessary precautions against soil erosions, damage to hill side, water pollutions etc., and to protect stability of hill side rock, the work shall be executed with chiseling, wedging out rock (where blasting is prohibited). All earth work in excavation shall be carried out true to line, grade, level, side slope, width, as shown on the drawing or as directed by the Engineer-in- Charge. Stacking of materials useful for construction at suitable sites and safe disposal of unserviceable excavated materials in specified manners to dumping site(to be arranged by the contractor), trimming, filling of unevenness blindages and finishing of the road to specified dimensions or as directed by the Engineer-in-Charge if the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring, rain seepage and other causes, it shall be removed by the suitable diversion, bailing out or de watering as directed and the area of the foundation shall be kept dry. Any loss to the public or private property during the course of execution shall be the sole responsibility of the contractor, which shall have to be duly compensated by him at his own cost of all cases.
Providing and laying plain Cement concretre in 1:4:8 (one cement isto four sand isto eight graded crushed hard stone aggregate 40 (forty) millimeter nominal size) mechanically mixed, vibrated and curing complete in open foundation and plinth 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 incidentals.
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 20 (twenty ) milimeters nominal size ) mechanically mixed and vibrated in open foundation including form work and curing 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) curing complete 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 weep holes in abutments return walls,dirt walls, wing walls with 100 mm (hundred milimetres) dia PVC pipe extending through the full width of the structure with slop of IV:20 (twenty) H towards drawing face complete as per drawing and Technical specification. 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 laying RCC Grade M-25 i.e. Reinforced cement concrete 1:1.5:3 (One cement isto one point five sand isto three graded hard crushed stone aggregate 20mm (twenty millimetre) nominal size) mechanically mixed, vibrated and curing complete including the cost of formwork in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 as per direction of Engineer in Charge and as per MORD specification 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.
Construction of precast RCC railing of M25 (twenty five) 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 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
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
Providing and laying flooring of Rubble stone laid in cement mortar 1:3 (one cement isto three sand) laid over cement concrete bedding complete as per drawing and MORD technical specification Clause 1303 ( one three zero three) including carriage of all labour equipment and material to various location through all modes of transportation in all leads lifts and all incidental charges.
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
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 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
PCC M15 (fifteen) Grade leveling 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
Gopal Thakur
Sh Sohan Lal
Baljeet Singh Thakur
kamal kishore mehta
Chander Mohan Chawla
Amar Lal
Hans Raj
Akshay Kumar
MUKESH KUMAR
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