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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 CrAccepted-AOC VILL KHEDLI PO BAHADRABAD DISTT HARIDWAR UTTARAKHAND | ₹3.2 Cr | L1 | Accepted-AOC TENDER AWARDED |
| 2 | L2₹3.2 Cr+₹79,895 (0.25%)Rejected-Finance | ₹3.2 Cr+₹79,895 (0.25%) | L2 | Rejected-Finance DISQUALIFIED |
| 3 | L3₹3.3 Cr+₹6.9 L (2.16%)Rejected-Finance MAHADEV COLONY BALIYAKHEDI BLOCK NEAR GUJAR BHAWAN HASANPUR CHUNGI DELHI ROAD SAHARANPUR | ₹3.3 Cr+₹6.9 L (2.16%) | L3 | Rejected-Finance DISQUALIFIED |
| 4 | L4₹3.3 Cr+₹12.2 L (3.83%)Rejected-Finance | ₹3.3 Cr+₹12.2 L (3.83%) | L4 | Rejected-Finance DISQUALIFIED |
| 5 | L5₹3.3 Cr+₹14.5 L (4.56%)Rejected-Finance 68 MOHIT VIHAR NIRANJANPUR DISTT DEHRADUN | ₹3.3 Cr+₹14.5 L (4.56%) | L5 | Rejected-Finance DISQUALIFIED |
| Sl No | Description | Qty | Unit | M/S Shiv Shankar Construction Co. L1 | daya sankar baluni L6 | NARAYAN SINGH L7 | K.K. Enterprises L5 | TARA CHAND L4 | M/S RAKESH KUMAR L2 | HARVIR SINGH L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 5,500 | Cum | 35.5 ₹1,95,250 Lowest | 36.91 ₹2,03,029.75 | 37.1 ₹2,04,050 | 37 ₹2,03,500 | 36.17 ₹1,98,948.75 | 36 ₹1,98,000 | 35.62 ₹1,95,888 |
| 2.00 | Providing and Laying of Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations including supply of all material, labour and T&P etc. required for proper completion of the work as per drawings and technical specifications and direction of engineer incharge. | 450 | Cum | 4,000 ₹18,00,000 Lowest | 4,552.22 ₹20,48,501.03 | 4,575.1 ₹20,58,795 | 4,575 ₹20,58,750 | 4,461.01 ₹20,07,456.75 | 4,438 ₹19,97,100 | 4,392.1 ₹19,76,443.2 |
| 3.00 | Random Rubble Stone masonry in cement mortar (1:5) for Retaining Wall including all cost of labour,material and T&P complete as per drawing & technical specification Clauses 702, 704, 1202 of MORD Specification and direction of engineer incharge. | 3,700 | Cum | 3,540 ₹1,30,98,000 | 3,659.81 ₹1,35,41,293.3 | 3,678.2 ₹1,36,09,340 | 3,678 ₹1,36,08,600 | 3,586.24 ₹1,32,69,106.5 | 3,570 ₹1,32,09,000 | 3,531.07 ₹1,30,64,966.4 Lowest |
| 4.00 | Random Coursed Rubble Stone masonry in cement mortar (1:4) for retaining Wall including all cost of labour,material and T&P complete as per drawing & technical specification and direction of engineer incharge. | 415 | Cum | 4,650 ₹19,29,750 | 4,797.59 ₹19,91,000.47 | 4,821.7 ₹20,01,005.5 | 4,821 ₹20,00,715 | 4,701.16 ₹19,50,980.36 | 4,677 ₹19,40,955 | 4,628.83 ₹19,20,965.28 Lowest |
| 5.00 | 50 mm thick cement concrete1:2:4 on top of wall i/c all cost of material labour t&p etc complete as per drawing & technical specification and direction of engineer incharge. | 520 | Sqm | 290 ₹1,50,800 | 294.86 ₹1,53,326.32 | 296.34 ₹1,54,096.8 | 296 ₹1,53,920 | 288.93 ₹1,50,244.38 | 287 ₹1,49,240 | 284.49 ₹1,47,932.93 Lowest |
| 6.00 | Struck cement pointing with cement mortar (1:3) i/c all cost of material labour t&p etc complete as per drawing & technical specification and direction of engineer incharge.. | 2,200 | Sqm | 69 ₹1,51,800 Lowest | 71.64 ₹1,57,608 | 72 ₹1,58,400 | 72 ₹1,58,400 | 70.2 ₹1,54,440 | 70 ₹1,54,000 | 69.12 ₹1,52,064 |
| 7.00 | Refilling /Rehandling of earth mixed with boulder. (50% of excavation) complete as per drawing & technical specification and direction of engineer incharge. | 2,600 | Cum | 220 ₹5,72,000 | 221.88 ₹5,76,901 | 223 ₹5,79,800 | 223 ₹5,79,800 | 227.18 ₹5,90,655 | 216 ₹5,61,600 | 214.08 ₹5,56,608 Lowest |
| 8.00 | Hand Packed stone filling in back of walls including cost of all materials, royalty, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | 180 | Cum | 730 ₹1,31,400 Lowest | 965.75 ₹1,73,834.46 | 970.6 ₹1,74,708 | 970 ₹1,74,600 | 945.75 ₹1,70,235 | 950 ₹1,71,000 | 931.78 ₹1,67,719.68 |
| 9.00 | Providing Plain cement concrete M-10 (Nominal mix 1:3:6) for apron complete as per drawings and technical specifications as per direction of Engineer-in- charge. | 2,720 | Cum | 5,000 ₹1,36,00,000 | 5,389.02 ₹1,46,58,133.04 | 5,416.1 ₹1,47,31,792 | 5,200 ₹1,41,44,000 | 5,280.6 ₹1,43,63,232 | 4,900 ₹1,33,28,000 Lowest | 5,199.46 ₹1,41,42,520.32 |
| 10.00 | Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification as per direction of Engineer-in- charge. | 1,400 | Rmt | 170 ₹2,38,000 | 170.24 ₹2,38,342.3 | 171.1 ₹2,39,540 | 171 ₹2,39,400 | 166.92 ₹2,33,688 | 170 ₹2,38,000 | 164.26 ₹2,29,958.4 Lowest |
Tender Value
Refer Docs
EMD Value
₹8 L
Closing Date
21 Jan 2026, 5:00 pmClosed
SANJAY RAJ
Superintending Engineer , Irrigation Work Circle ,Dehradun
Flood protection works both side along suswa river at Kudkawala Basti in doiwala block of Distt Dehradun,Uttarakhand
2026_IRDCE_90772_1
03/SE/2025-26
Open Tender
Civil Works
Item Rate
180 days
DOIWALA
REQUIRED DETAILS TO BE FILLING AS PER STANDARD BIDDING DOCUMENT
4 documents required · 4 mandatory
₹5,900
EXECUTIVE ENGINEER IRRIGATION DIVISION
₹8 L
Superintending Engineer , Irrigation Work Circle ,
23 Jun 2026
8 Jan 2026
24 Jan 2026
9 Jan 2026
21 Jan 2026
12 Jan 2026
12 Jan 2026
Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
Providing and Laying of Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations including supply of all material, labour and T&P etc. required for proper completion of the work as per drawings and technical specifications and direction of engineer incharge.
Random Rubble Stone masonry in cement mortar (1:5) for Retaining Wall including all cost of labour,material and T&P complete as per drawing & technical specification Clauses 702, 704, 1202 of MORD Specification and direction of engineer incharge.
Random Coursed Rubble Stone masonry in cement mortar (1:4) for retaining Wall including all cost of labour,material and T&P complete as per drawing & technical specification and direction of engineer incharge.
50 mm thick cement concrete1:2:4 on top of wall i/c all cost of material labour t&p etc complete as per drawing & technical specification and direction of engineer incharge.
Struck cement pointing with cement mortar (1:3) i/c all cost of material labour t&p etc complete as per drawing & technical specification and direction of engineer incharge..
Refilling /Rehandling of earth mixed with boulder. (50% of excavation) complete as per drawing & technical specification and direction of engineer incharge.
Hand Packed stone filling in back of walls including cost of all materials, royalty, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
Providing Plain cement concrete M-10 (Nominal mix 1:3:6) for apron complete as per drawings and technical specifications as per direction of Engineer-in- charge.
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification as per direction of Engineer-in- charge.
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