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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.3 LAccepted-AOC | ₹7.3 L | 1 | Accepted-AOC RANK 1 |
| 2 | 2₹8.3 L+₹1.0 L (14.3%)Rejected-Finance H NO B 111 76 2 PAKHON WAL BAGH SAHORIA STREET BARNALA | SANGRUR | PUNJAB | 148024 | ₹8.3 L+₹1.0 L (14.3%) | 2 | Rejected-Finance RANK 2 |
| Sl No | Description | Qty | Unit | SHIV KUMAR CONTRACTOR L2 | VIRK CONTRACTORS L1 |
|---|---|---|---|---|---|
| 1.00 | Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes. | 22.67 | Sq.Mtr | 27 ₹612.09 | 23.3 ₹528.21 Lowest |
| 2.00 | Providing expansion joint with special bituminous material of joint size approximate 20 mm wide and 475 mm depth. | 9.52 | metre | 183 ₹1,742.16 | 159.73 ₹1,520.63 Lowest |
| 3.00 | Dressing side slopes and preparation of sub grade for lining complete in all respect as per PWD specifications. | 26.75 | Sq.Mtr | 23 ₹615.25 | 19.41 ₹519.22 Lowest |
| 4.00 | Cement concrete lining 60 mm. thick or less laid manually for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) | 1.84 | Cum | 7,028 ₹12,931.52 | 6,149.17 ₹11,314.47 Lowest |
| 5.00 | Supplying & laying dry brick ballast. | 0.97 | Cum | 1,841 ₹1,785.77 | 1,610.6 ₹1,562.28 Lowest |
| 6.00 | Plain cement concrete in open foundation complete as per drawing and Technical Specifications. For PCC M-15 Grade. | 6.42 | Cum | 6,166 ₹39,585.72 | 5,394.71 ₹34,634.04 Lowest |
| 7.00 | Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications for RCC M-30 grade, Using Batching Plant, Transit Mixer and Concrete Pump, i/c shuttering and vibrating etc but excluding steel reinforcement complete in all respect. (Height upto 5.0 m) | 19.04 | Cum | 7,005 ₹1,33,375.2 | 6,129.26 ₹1,16,701.11 Lowest |
| 8.00 | Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications for RCC M-25 grade, Using Batching Plant, Transit Mixer and Concrete Pump, i/c shuttering and vibrating etc but excluding steel reinforcement complete in all respect. (Height upto 5.0 m) | 31.4 | Cum | 6,974 ₹2,18,983.6 | 6,101.49 ₹1,91,586.79 Lowest |
| 9.00 | Supplying, fiting, placing HYSD bar reinforcement complete in sub structure as per drawing and technical specifications. | 2.64 | mt | 88,023 ₹2,32,380.72 | 77,020.08 ₹2,03,333.01 Lowest |
| 10.00 | Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) | 4 | No | 1,231 ₹4,924 | 1,076.46 ₹4,305.84 Lowest |
Tender Value
₹6.9 L
EMD Value
₹13,843
Closing Date
20 Feb 2026, 10:00 amClosed
EXECUTIVE ENGINEER LDH CANAL AND GW DIVN WRD
EXECUTIVE ENGINEER LDH CANAL AND GW DIVN WRD DUGRI PHASE 1 NEAR DURGA MATA MANDIR LDH
Estimate for Balance work for Reconstruction of fall-cum bridge at RD 12000 of Kishanpura Disty
2026_WR_159391_2
479/28A
Open Tender
Civil Works - Canal
Item Rate
45 days
Kishanpura Distributary
Estimate for Balance work for Reconstruction of fall-cum bridge at RD 12000 of Kishanpura Disty
2 documents required · 2 mandatory
₹500
₹13,843
Yes
10 May 2026
5 Feb 2026
20 Feb 2026
5 Feb 2026
20 Feb 2026
5 Feb 2026
Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes.
Providing expansion joint with special bituminous material of joint size approximate 20 mm wide and 475 mm depth.
Dressing side slopes and preparation of sub grade for lining complete in all respect as per PWD specifications.
Cement concrete lining 60 mm. thick or less laid manually for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII)
Supplying & laying dry brick ballast.
Plain cement concrete in open foundation complete as per drawing and Technical Specifications. For PCC M-15 Grade.
Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications for RCC M-30 grade, Using Batching Plant, Transit Mixer and Concrete Pump, i/c shuttering and vibrating etc but excluding steel reinforcement complete in all respect. (Height upto 5.0 m)
Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications for RCC M-25 grade, Using Batching Plant, Transit Mixer and Concrete Pump, i/c shuttering and vibrating etc but excluding steel reinforcement complete in all respect. (Height upto 5.0 m)
Supplying, fiting, placing HYSD bar reinforcement complete in sub structure as per drawing and technical specifications.
Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges)
Mandatory sign board 900 mm circular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012.
Hazard Marker sign board 300 x 900 mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification (a) Sandy Material
Cautionary sign board 900x900x900mm triangular as per IRC 67- 2012
Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge,road, approaches to bridge structures and medians, constructed with M-40 grade concrete , with HYSD reinforcement conforming to IRC:21
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