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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹82.7 LAccepted-AOC CHOKHNA TEHSIL GHUMARWIN DISTT BILASPUR HP | BILASPUR | HIMACHAL PRADESH | 174001 | ₹82.7 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹1.1 Cr+₹29.2 L (35.3%)Rejected-Finance | ₹1.1 Cr+₹29.2 L (35.3%) | L2 | Rejected-Finance 2nd Lowest |
| 3 | L3₹1.2 Cr+₹39.7 L (48.1%)Rejected-Finance KHALINI DISTT SHIMLA | SHIMLA | SHIMLA | HIMACHAL PRADESH | ₹1.2 Cr+₹39.7 L (48.1%) | L3 | Rejected-Finance 3rd Lowest |
| 4 | L4₹1.3 Cr+₹44.4 L (53.7%)Rejected-Finance | ₹1.3 Cr+₹44.4 L (53.7%) | L4 | Rejected-Finance 4th Lowest |
Tender Value
Refer Docs
EMD Value
₹1.4 L
Closing Date
6 Apr 2021, 4:00 pmClosed
Executive Engineer Division No-IHPPWD Shimla-3
Executive Engineer Division No-IHPPWD Shimla-3
/O Breast wall at Rd. 1/600 to 1/724, 1/805 to 1/863,1/912 to 1/978, 2/001 to 2/014 and 2/032 to 2/035).(Under Smart City Shimla
2021_PWD_45929_7
SD-I-CTR-Tender-20-21-24501 dt 02-03-2021
Open Tender
Civil Works
Item Rate
180 days
Shimla
As per SBD
15 documents required · 15 mandatory
₹5,000
₹1.4 L
29 Jun 2021
25 Mar 2021
7 Apr 2021
25 Mar 2021
6 Apr 2021
25 Mar 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 surface excavation not exceeding 30cm (Thirty centimetre) in (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) Ordinary rock.
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i)1:2:4 (One Cement : two coarse sand : four graded stone aggregate 20 mm (twenty milimetre) nominal size)
(ii) 1:3:6 (One cement : three coarse sand) : Six graded stone aggregate 20 mm (twenty milimetre) nominal size)
(iii) 1:5:10 (One cement : five coarse sand) :Ten graded stone aggregate 40 mm (forty milimetre)nominal size).
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(i)Mild steel and Medium Tensile steel bars
Providing weep holes in Breast wall/Retaining wall on stone masonry with 100mm & P.V.C. pipe with slop of 1:20 to wards the face complete as per drawing including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i)Granular material (Annalysis Rate)
Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres (fifty metres)lead as per direction of Engineer-in-charge. (i) In cement mortar.
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