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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.8 CrAccepted-Finance | ₹1.8 Cr | 1 | Accepted-Finance Lowest Price quoted. |
| 2 | 2₹1.9 CrRejected-Finance 250 SARTHI VIHAR DEHRADUN UTTARAKHAND | DEHRADUN | UTTARAKHAND | 248001 | ₹1.9 Cr | 2 | Rejected-Finance Higher price quoted. |
| 3 | 3₹2.0 CrRejected-Finance AT 0 CIVIL LINES DISTRICT PAURI GARHWAL | ₹2.0 Cr | 3 | Rejected-Finance Higher price quoted. |
| 4 | 4₹2.0 CrRejected-Finance 5 A WEST REST CAMP DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | ₹2.0 Cr | 4 | Rejected-Finance Higher price quoted. |
| 5 | 5₹2.1 CrRejected-Finance BHAJAN GARH KAILASH GATE MUNI KI RETI DISTT TEHRI GARHWAL | ₹2.1 Cr | 5 | Rejected-Finance Higher price quoted. |
| Sl No | Description | Qty | Unit | Narendra singh rawat L1 | Birendra Singh Bisht L3 | M/S PRATAP SINGH RAWAT L6 | doon associates L4 | SANGAM CONSTRUCTION L5 | M/S HimalayanConstruction L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Item | |||||||||
| 1.01 | Excavation in foundation for retaining,breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer- in- charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction. | 2,600 | Cum | 250 ₹6.5 L | 336 ₹8.7 L | 354 ₹9.2 L | 348.99 ₹9.1 L | 352 ₹9.2 L | 225 ₹5.8 L |
| 1.02 | Providing concrete for plain/ reinforced concrete in open foundations completeas per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6. | 266 | Cum | 4,800 ₹12.8 L | 5,331.8 ₹14.2 L | 5,611 ₹14.9 L | 5,527.13 ₹14.7 L | 5,611 ₹14.9 L | 5,000 ₹13.3 L |
| 1.03 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 In 1:4 cement mortar. | 352 | Cum | 3,300 ₹11.6 L | 3,727.44 ₹13.1 L | 3,922 ₹13.8 L | 3,863.96 ₹13.6 L | 3,922 ₹13.8 L | 3,500 ₹12.3 L |
| 1.04 | Pointing with cement mortar (1:3) on brick work as per drawing and technical specification Clauses 613.3 and 1204. | 175 | Sqm. | 60 ₹10,500 | 69.3 ₹12,127.50 | 73 ₹12,775 | 72.3 ₹12,652.50 | 73 ₹12,775 | 60 ₹10,500 |
| 1.05 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions) | 2,040 | Nos | 7,000 ₹1.4 Cr | 7,771.4 ₹1.6 Cr | 8,178 ₹1.7 Cr | 8,056.12 ₹1.6 Cr | 8,178 ₹1.7 Cr | 7,500 ₹1.5 Cr |
| 1.06 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11 | 550 | Rmt | 360 ₹2.0 L | 405.35 ₹2.2 L | 423 ₹2.3 L | 417.25 ₹2.3 L | 423 ₹2.3 L | 400 ₹2.2 L |
| 1.07 | Providing weepholes 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 Clauses 614, 709, 1204.3.7 | 150 | Rmt | 145 ₹21,750 | 163.05 ₹24,457.50 | 171 ₹25,650 | 169.03 ₹25,354.50 | 171 ₹25,650 | 150 ₹22,500 |
Tender Value
Refer Docs
EMD Value
₹4.2 L
Closing Date
15 May 2026, 5:00 pmClosed
Deputy General Manager_2
Office of The Deputy General Manager-02 , PIU Song Dam, UPDCC Ltd, Yamuna Colony, Chakrata Road, Dehradun
Construction of Temporary Connecting Road (Left Bank to Song Dam Top) in Upstream of Song Dam Distt.- Dehradun.
2026_UPDC4_94754_1
01/DGM2/PIU_Song/2026-27
Open Tender
Civil Works
45 days
Sondhana Village
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
GM PIU Song DAM UPDCC Ltd.
₹4.2 L
Office of DGM-G, PIU Song Dam, Yamuna Colony
21 May 2026
28 Apr 2026
16 May 2026
28 Apr 2026
15 May 2026
8 May 2026
5 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Item | ||||||
| 1.01 | Excavation in foundation for retaining,breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer- in- charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction. | - | Cum | 354.3 | - | itemH1Code1 |
| 1.02 | Providing concrete for plain/ reinforced concrete in open foundations completeas per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6. | - | Cum | 5,611.3 | - | code1.02 |
| 1.03 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 In 1:4 cement mortar. | - | Cum | 3,922.8 | - | itemH1Code2 |
| 1.04 | Pointing with cement mortar (1:3) on brick work as per drawing and technical specification Clauses 613.3 and 1204. | - | Sqm. | 73.4 | - | itemH1Code3 |
| 1.05 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions) | - | Nos | 8,178.8 | - | itemH1Code4 |
| 1.06 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11 | - | Rmt | 423.6 | - | itemH1Code5 |
| 1.07 | Providing weepholes 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 Clauses 614, 709, 1204.3.7 | - | Rmt | 171.6 | - | itemH2Code4 |
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