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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹91.2 LAccepted-AOC LOCATION HARYANA HR | YAMUNANAGAR | HARYANA | 133103 | L1 | Accepted-AOC L-1 work allotted | |
| 2 | L2₹93.5 L+₹2.3 L (2.49%)Rejected-AOC | L2 | Rejected-AOC L-2 rejected and EMD refunded | |
| 3 | L3₹1.0 Cr+₹11.4 L (12.5%)Rejected-AOC 0 BARAUNDHA SADAR MIRZAPUR MIRZAPUR UTTAR PRADESH 231001 | MIRZAPUR | UTTAR PRADESH | 231001 | L3 | Rejected-AOC L-3 rejected and EMD refunded | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹85.4 L
EMD Value
₹1.7 L
Closing Date
16 Feb 2022, 5:00 pmClosed
Executive Engineer Ghaggar Water Services Division
Executive Engineer Ghaggar Water Services Division Sirsa
Construction of Balasar Kharif Channel I C Earth work excavation syphon bridges and Wc Xing from RD 0 to 12500 Tail including Royality Balance work
2022_HRY_207522_1
01/Balance work Balasar
Open Tender
Civil Works
Item-rate/Agreement basic
90 days
Sirsa Balasar Kharif Channel
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,000
₹1.7 L
Yes
12 May 2022
11 Feb 2022
17 Feb 2022
11 Feb 2022
16 Feb 2022
11 Feb 2022
Amount
Earth work excavation in cutting undressed with disposal of surplus earth excavated earth i/c alllead and lift as per execution of engineer in charge as per provided in the contract with the lead of 1 KM including royalty rate As per HSR Item No. 6.2© part III +5.2(b)+4.1(a) @12.00+450% +3.00+1.75/2 +450%=87.31 + 6.29 (Royalti + TCS) =93.60
Earth work excavation in cutting in all kind of soil with average Lead of 60 Mtr. duly dressed As per HSR Item No. 6.2© 586.60 +6x22.65 +45.90)+425% =4034.10
Rehandling of Earth work( for filling of abutment of Bani Disty. =80% rate of Item No 2 =4034.10x80/100=3227.28 for refilling of abutment of Bani Disty.
E/work excavation in foundation & Trenches in all kind of soil I/C all allowances as per design & specification. HSR item No. 6.6 @ Rs. 1108.10+425% = 5817.53
First class brick work in 1:4 cement sand mortar in F&P i.e. up to 1.50 Mtr. Height . HSR item No. 11.4@ Rs. 424.60+600% = 2972..20
Design mix CC M10 220 Kg in Fuoundation and Plinth as per HSR(10.63) @542.75+450%=2985.12
Design mixture CC of grade M25 with minimum cement contants 410Kg in Foundation and Plinth as per HSR 10.66 @780+450%=4290
Design mixture CC of grade M25 with minimum cement contants 410Kg in Ist storey up to 4 Mtr height as per HSR 10.73 @786.25+450%=4324.37
First class brick work in 1:4 cement sand mortar in super structue i.e. above 1.50 Mtr height. HSR Item No. 11.9 @ 445.60+600%=3119.20
CC 1;3;6 with stone agg. Complete as per HSR 10.40 @516.90+450%=2842.95
CC1;4;8 with brick ballast complete as per HSR(10.36) @ 385.25+450%=2118.88
Reinforcement CC1;2;4 with stone agg. Complete as per HSR 10.88 @632.05+450%=3476.28
First class Brick work 1:3 csm in F & P up to 1.50 mtr.HSR Item No. 11.5 @461.40+600% =3229.80
FC 500 TMT steel bars I/c Bending and binding in position complete in all respect HSR Item No.18.22 @ 917.05+5.00%=5502.30
Reinformcement cement concrete 1:1.5:3 with stone agg. Completed as per HSR Item No. 10.80&10.95@(632.05+ 86.90)+450%=3954.23
Shuttering for faces concrete as per (HSR 9.13) @ 30.65+400%=153.25
Centering and shuttering for bridges slabs as per HSR Item No. 9.18B Rs. 52.20+400%=261/-
Centering and shuttering for faces of walls HSR Item No.9.5(with steel Shuttering Rs.274.25+19.65x331% = 327.30
Shuttering for sides of foundation conc. HSR Item No.9.13 @30.65+400%+6.95x45/100+500% =172.01
Single Layer Brick Lining in side slope & curved portion HSR Item No.19.29 @355.29
Single Layer Brick Lining in bed HSR Item No.19.29 @322.40
Providing and fixing gate & gearing as per approved specification & design complete all respect @70000/-
Providing and fixing PVC water staper sal @800/- per Mtr.(N.S.Item)
Preparation of sub grade in Horizontal position as per HSR Item No. 19.1 @0.65+550% =4.23
Preparation of sub grade in side slope as per HSR Item No. 19.2 @0.97+550% =6.31/-
12MM thick cement plaster 1:4 on walls as per HSR Item No.15.5@ 12.70 +500%=76.20/-
Filling expension joint as per HSR Item No.24.34 @ Rs. 0.35+350% = 1.58/-M/cm /depth.
Restoration pucca road complete in all respect as per HSR Item No. 24.38) @ 5247+350%=23611.50/-
Supply and fixing RCC pipe 900 MM i/dia NP-cum 2 as per Item No. 29.93 @ 1946 =1946.00
Dismantalling of bricks masonary in cement as per Item No,. [email protected]+550%=231.40
Centering and shuttering of side & scaffolding of beam as per Item No. 9.7 @ 57.80 +400% =289
Dismantalling of dry bricks masonary in cement as per Item No,. 8.5 h @7.65+550%=49.73
Removing RCC pipe 900 MM dia NP-2 as per Item 8.35 @11.75 +550%=76.38
Earth work excavation in filling with all kind of soil with Lead of 495 Mtr.(586.60+6x15+32x13.25+26x12+45.90)+425%=7657.12x(68.71/87.31)=6025.89/-
Extra for Earth work Compaction@(68.10-45.90)+32.50+425%+(225)+135%=815.93/-
Credit of old bricks
Credit for old RCC pipes @ 50% CFM supply rates
Credit of earth
The Kusumbi Dhani Co-op L&C Society Ltd.
M/s K.D. Construction Company
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