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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.8 LAccepted-AOC R O VILL KHANAR P O MUNDU TEH THEOG DISTT SHIMLA 171226 | SHIMLA | HIMACHAL PRADESH | 171226 | ₹28.8 L | L1 | Accepted-AOC awarded |
| 2 | L2₹32.4 L+₹3.6 L (12.6%)Rejected-Finance | ₹32.4 L+₹3.6 L (12.6%) | L2 | Rejected-Finance 2nd Lowest |
| 3 | L3₹32.9 L+₹4.1 L (14.1%)Rejected-Finance | ₹32.9 L+₹4.1 L (14.1%) | L3 | Rejected-Finance 3rd Lowest |
| 4 | Rejected-Technical | - | - | Rejected-Technical no |
Tender Value
Refer Docs
EMD Value
₹72,100
Closing Date
17 Nov 2021, 4:00 pmClosed
Executive Engineer Division No-IHPPWD Shimla-3
Executive Engineer Division No-IHPPWD Shimla-3
C/O Steel structure parking at near type-VI IAS colony Mehli Kasumpti Shimla-9
2021_PWD_53270_7
SD-I-CTR-Tender-2021- 16122 dt 3-11-2021
Open Tender
Civil Works
Item Rate
60 days
Shimla
As per SBD
15 documents required · 15 mandatory
₹1,500
₹72,100
27 Mar 2023
10 Nov 2021
18 Nov 2021
10 Nov 2021
17 Nov 2021
10 Nov 2021
Amount
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm (Thirty centimetre) in depth, 1.5 m (One point five metre) in width as well as 10 sqm (ten Square Metre) on plan) including getting out and disposal of excavated earth all lead and lift as directed by Engineer-in-charge and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site (To be arranged by the contractor) as per satisfaction of Engineer- in -charge through all modes of transportation including head load ,animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour ( if required ) Any loss to the public and private propriety, human being, machinery during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges. (i)All kinds of soil
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m (One point five metre) in width or 10 sqm (ten Square Metre)on plan) in all kinds of soil. including dressing of sides and ramming of bottoms including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal in all leads and lifts including dressing of sides and bottom and back filling in trenches with excavated suitable materials. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion damage to hill side water pollution etc. and to protect stability of hill side rock shall be excavated with chiseling 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 in specified dimension 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 seepage rain and other causes it shall be remove by suitable diversion bailing out or pumping as directed and the area of the foundation or embankment shall be kept dry. All the surplus excavated earth to be dumped at dumping site(dumping sites will be arranged by the contractor on his own cost).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 dully compensated by him at his on cost in all cases. including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(a) 1:2:4 (One cement : Two coarse sand) : four graded stone aggregate 20 mm(twenty milimetre) nominal size
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i)1:3:6 (one Cement : three coarse sand) : six graded stone aggregate 20 mm(twenty milimetre) nominal size)
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge. (i)In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm (zero point nine zero litre/ ten square metre)over an under coat of primer applied @ 0.80 ltr/ 10 sqm(zero point eight zero litre/ ten square metre) of approved brand and manufacture including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge..
DALEEP TOMAR
HARMANJOT SINGH
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