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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹58.8 LAccepted-Finance | ₹58.8 L | 1 | Accepted-Finance L1 |
| 2 | 2₹61.5 L+₹2.7 L (4.63%)Accepted-Finance | ₹61.5 L+₹2.7 L (4.63%) | 2 | Accepted-Finance L2 |
| 3 | 3₹69.0 L+₹10.2 L (17.4%)Accepted-Finance | ₹69.0 L+₹10.2 L (17.4%) | 3 | Accepted-Finance L3 |
| 4 | Not Admitted-Fee/PreQual/Technical C O SUMAN ENTERPRISES SERGATA P O KOTI SUB TEHSIL JUNGA DISTT SHIMLA | SHIMLA | SHIMLA | HIMACHAL PRADESH | - | - | Not Admitted-Fee/PreQual/Technical Others-Documents Physically not submitted as per the Date of DNIT |
| Sl No | Description | Qty | Unit | M/s Pardeep Sublaik L3 | HEM LATA L1 | AMAN CHAUHAN L2 |
|---|---|---|---|---|---|---|
| 1.00Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. | ||||||
| 1.01 | All kind of soil | 240 | cum | 200 ₹48,000 | 155 ₹37,200 Lowest | 160 ₹38,400 |
| 1.02 | Ordinary Rock | 160 | cum | 320 ₹51,200 | 300 ₹48,000 Lowest | 310 ₹49,600 |
| 2.00Earth work in excavation by mechanical means (hydraulic excavator)/manual means in foundation trenches of drains (not exceeding 1.5m in width or 10sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed with in lead of 50mtr | ||||||
| 2.01 | All kinds of soil | 160.74 | cum | 250 ₹40,185.75 | 220 ₹35,363.46 Lowest | 230 ₹36,970.89 |
| 3.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 150.74 | cum | 180 ₹27,133.74 | 150 ₹22,611.45 Lowest | 160 ₹24,118.88 |
| 4.00 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing1:5:10 (1 cement : 5 coarse sand) : 10 graded stone aggregate 40 mm nominal size). | 132.43 | cum | 7,000 ₹9,27,010 | 6,800 ₹9,00,524 Lowest | 6,900 ₹9,13,767 |
| 5.00 | Providing and laying, mechanically mixed and vibrated cement concrete 1:5:10 (one cement:Five sand Ten graded crushed stone aggregate 40 mm (forty millimeter) nominal size) including curing as required at site complete excluding the cost of form work but including all leads and lifts of materials in foundation and plinth and as per direction of Engineer -in -charge. | 11.9 | cum | 5,600 ₹66,640 | 5,400 ₹64,260 Lowest | 5,500 ₹65,450 |
| 6.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand) : 6 graded
stone aggregate 20 mm nominal size) | 18 | cum | 6,500 ₹1,17,000 | 6,200 ₹1,11,600 Lowest | 6,300 ₹1,13,400 |
| 7.00 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 32.64 | sqm | 700 ₹22,848 | 600 ₹19,584 Lowest | 650 ₹21,216 |
Tender Value
₹46.0 L
EMD Value
₹91,000
Closing Date
6 Apr 2026, 5:00 pmClosed
Executive Engineer RD PR
SDA Complex Block No 27 Kasumpti
As per DNIT
2026_DRDPR_132815_1
Chugan Kulti
Open Tender
Civil Works - Buildings
Item Rate
365 days
Chugan Kulti
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,000
Executive Engineer RD PR
₹91,000
18 Apr 2026
30 Mar 2026
7 Apr 2026
30 Mar 2026
6 Apr 2026
30 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. | |||||
| 1.01 | All kind of soil | - | cum | - | - |
| 1.02 | Ordinary Rock | - | cum | - | - |
| 2Earth work in excavation by mechanical means (hydraulic excavator)/manual means in foundation trenches of drains (not exceeding 1.5m in width or 10sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed with in lead of 50mtr | |||||
| 2.01 | All kinds of soil | 0.2 | cum | - | - |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 0.2 | cum | - | - |
| 4Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing1:5:10 (1 cement : 5 coarse sand) : 10 graded stone aggregate 40 mm nominal size). | |||||
| 5Providing and laying, mechanically mixed and vibrated cement concrete 1:5:10 (one cement:Five sand Ten graded crushed stone aggregate 40 mm (forty millimeter) nominal size) including curing as required at site complete excluding the cost of form work but including all leads and lifts of materials in foundation and plinth and as per direction of Engineer -in -charge. | |||||
| 6Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size) | |||||
| 7Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | |||||
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