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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.6 LAccepted-Finance VILLAGE KAWANOO P O BATARI TEHSIL KUMARSAIN DISTT SHIMLA H P | KUMARSAIN | SHIMLA | HIMACHAL PRADESH | L1 | Accepted-Finance Being lowest bidder | |
| 2 | L2₹11.6 L+₹4,391.70 (0.38%)Rejected-Finance | L2 | Rejected-Finance Being 2n lowest bidder |
Tender Value
₹9.6 L
EMD Value
₹19,200
Closing Date
4 Mar 2024, 6:00 pmClosed
Executive Engineer
Kumarsain Division HPPWD Kumarsain
C/O PCC R/Wall at Rd 0/000 to 0/008 0/100to 0/120 0/200 to 0/210 0/270 to 0/280 0/300 to 0/310 C/O B/Wall at Rd 0/590to 0/605 and R/Wall in wire crate at Rd 0/700 to 0/710 0/780 to 0/800
2024_PWD_87133_1
PW-KMS-AB-NIT/2024-12570-71 dt 21.02.2024
Open Tender
Civil Works - Roads
Item Rate
60 days
Kumarsain
Please refer Tender documents.
9 documents required · 9 mandatory
₹350
₹19,200
27 Mar 2024
27 Feb 2024
5 Mar 2024
27 Feb 2024
4 Mar 2024
27 Feb 2024
Amount
Excavation in soil in hill area by manual means/mechanical means including cutting and trimming of side slope and disposing of excavated earth with in all leads and lifts as per drawing and technical specification clause 1603.10 as per direction of the Engineer-in-Charge.
Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing removal of stumps and other deleterious material and disposal upto all leads and lifts dressing of sides and bottom backfilling in trenches with excavated suitable materials upto all leads and lifts as per directions of the Engineer-in-Charge.
Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203) P.C.C nominal mix 1:5:10 (40mm aggregates) including entire carriage of materials through all modes of transportation with in all leads and lifts as per direction of the Engineer-in-Charge.
Providing weapholes in brick masonry/stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100mm dia PVC pie extending through the full width of the structures with slop of 1 (v):20(H) towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7 including entire carriage of materials through all modes of transportation with in all leads and lifts as per direction of the Engineer-in-Charge.
Back filling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8 Granular material including entire carriage of materials in all leads and lifts.
Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS: 4826 in 100mmx100mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg. each as per drawing and technical specification Clause 1301 incuding entire carriage of mterials in all leads and lfits.
AJAY KUMAR BHARDWAJ
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