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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41 LAccepted-AOC | ₹41 L | L1 | Accepted-AOC Accepted being L1 bidder. |
| 2 | L2₹42.9 L+₹1.9 L (4.72%)Rejected-Finance | ₹42.9 L+₹1.9 L (4.72%) | L2 | Rejected-Finance Rejected being other than L1 bidder |
| 3 | L3₹48.7 L+₹7.7 L (18.7%)Rejected-Finance | ₹48.7 L+₹7.7 L (18.7%) | L3 | Rejected-Finance Rejected being other than L1 bidder |
| 4 | L4₹48.8 L+₹7.8 L (19.1%)Rejected-Finance KOIL KOIL PULWAMA PULWAMA JAMMU KASHMIR 192301 | PULWAMA | JAMMU AND KASHMIR | 192301 | ₹48.8 L+₹7.8 L (19.1%) | L4 | Rejected-Finance Rejected being other than L1 bidder |
| 5 | L5₹48.9 L+₹7.9 L (19.3%)Rejected-Finance | ₹48.9 L+₹7.9 L (19.3%) | L5 | Rejected-Finance Rejected being other than L1 bidder |
| Sl No | Description | Qty | Unit | M/S ABBAS M. ENTERPRISES L5 | M/S SHABIR AHMAD SHAH AND CO L8 | MS Ghulam Hassan and Sons L9 | nazir Ahmad Dar and sons L3 | BHAT CONTRACTORS AND GENERAL ORDER SUPPLIERS L7 | M/S GEE EMM MIR L2 | M/S FEROZ AHMED MIR L1 | M/S ABDUL RASHID AND CO L6 | M/s Gh Qadir and Sons L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00B/R PORTION | ||||||||||||
| 2.00 | The scope of work for the proposed work services for provn of works for installation Op Equipment at AF Stn Awantipur is as follows:-
B/R : -
1. Provn of construction (wks bldg) of three storey high building with flat roof top at a height of 9 mtr with dimension12m x 10m. near Base Ops. The building should be designed for the expected load of 1 Ton.The design and drawings of the building shall be vetted from IIT/NIT with respect to bear the load of the equipment.
2. The requirement of roof top of building are as follows:-
2.1. Square plinth to place the equipment over the roof top. Qty-4 Nos (Dimensions of the plinth and load of equipment on plinth is as per Appendix C.
2.2. Sheds of angle iron with GI sheet to protect the equipment placed at roof top shall be as per the Structural drawing approved from IIT/NIT -02 Nos
2.3. Roof top to be provisioned with parapet wall as per approved drawing from NIT/IIT .
3. Provision of one operator room of dimension 3.9m x 3.4m x 4.5m (Height) on the ground with attached washroom (underneath the flat top). Room to be of brick work, plastering, ceramic tiling at floor, painting with approved colour, window and door. Bathroom consist 01 x WHB, 01 x Urinal, 01 x WC, glazed tile as in dado to wall, all sanitary and GI fitting with allied necessary arrangements of drainage.
4. Provision of stairs from the ground to top of the roof with min width 1.50m and upto 2.0 complete all as specified and directed.
5. SBC reports for bldg from Govt approved agency as required.
6. All structure and Arch drawing to be vetted from IIT/NIT by the contractor with respect to the load of the equipment and safe bearing capacity of the soil before execution of work and all the charges shall be deemed to be included within the rate quoted by the contractor . | 1 | Each Job | 35,52,675 ₹35,52,675 | 36,01,255.65 ₹36,01,255.65 | 36,09,320.99 ₹36,09,320.99 | 35,35,000 ₹35,35,000 | 35,88,198.2 ₹35,88,198.2 | 32,00,000 ₹32,00,000 | 24,00,885.75 ₹24,00,885.75 Lowest | 35,70,000 ₹35,70,000 | 35,46,666.67 ₹35,46,666.67 |
| 3.00 | Excavating over areas, n. exc 1.50m deep and getting out in soft/loose of soil complete all as specified | 43.75 | Cum | 201.99 ₹8,837.28 | 204.76 ₹8,958.12 | 205.22 ₹8,978.19 | 200.99 ₹8,793.31 | 204.01 ₹8,925.64 | 149 ₹6,518.75 Lowest | 258 ₹11,287.5 | 202.98 ₹8,880.37 | 201.65 ₹8,822.33 |
| 4.00 | Removing excavated soil not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete. | 43.75 | Cum | 201.99 ₹8,837.28 | 204.76 ₹8,958.12 | 205.22 ₹8,978.19 | 200.99 ₹8,793.31 | 204.01 ₹8,925.64 | 149 ₹6,518.75 Lowest | 320.4 ₹14,017.5 | 202.98 ₹8,880.37 | 201.65 ₹8,822.33 |
| 5.00 | Rolling and consolidation of formation surfaces with power roller exc 8 ton n.exc 12 ton. | 12.5 | Ten Sqm | 30.45 ₹380.64 | 30.87 ₹385.85 | 30.94 ₹386.71 | 30.3 ₹378.75 | 30.76 ₹384.45 | 30 ₹375 | 26 ₹325 Lowest | 30.6 ₹382.5 | 30.4 ₹380 |
| 6.00 | Soling 200 mm thick (Spread thickness) with broken boulders or quarried stone, interstice filled, surface formed and rolled and consolidated to required gradient and camber with 8 to 12 ton power roller complete. | 12.5 | Ten Sqm | 3,045.15 ₹38,064.38 | 3,086.79 ₹38,584.88 | 3,093.7 ₹38,671.3 | 3,030 ₹37,875 | 3,075.6 ₹38,444.98 | 3,000 ₹37,500 Lowest | 3,694.1 ₹46,176.25 | 3,060 ₹38,250 | 3,040 ₹38,000 |
| 7.00 | WBM 150 mm thick consolidated thickness (in two layers of 75mm each) with coarse stone aggregate of grading 2 (63 to 40 mm size) or grading 3 (50 to 20 mm size) of limestone, sandstone, flint or quartzite, spread, rolled and consolidated with 8 to10 ton power roller for required gradient and camber complete. | 12.5 | Ten Sqm | 2,030.1 ₹25,376.25 | 2,057.86 ₹25,723.25 | 2,062.47 ₹25,780.86 | 2,020 ₹25,250 | 2,050.4 ₹25,629.99 | 1,700 ₹21,250 Lowest | 3,425 ₹42,812.5 | 2,040 ₹25,500 | 2,026.67 ₹25,333.33 |
| 8.00 | Preparation unsurfaced WBM surface by wire brushes for removing mud etc and sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc applying evenly priming tack coat with paving bitumen @ 10 Kg per 10 Sqm and 40 mm thick (consolidated thickness) bituminus premix semi-dense asphaltic concrete with 5.5% binder content and consolidated to required gradient and camber with 8 to 12 ton power roller complete all as specified and directed. | 12.5 | Ten Sqm | 4,770.73 ₹59,634.19 | 4,835.97 ₹60,449.65 | 4,846.8 ₹60,585.03 | 4,747 ₹59,337.5 | 4,818.44 ₹60,230.47 | 4,000 ₹50,000 | 873.1 ₹10,913.75 Lowest | 4,794 ₹59,925 | 4,762.67 ₹59,533.33 |
| 9.00 | Continuous brick edging with width equal to the width of the brick, of whole sub class ‘B’ bricks laid dry on end vertically complete. | 100 | RM | 100.49 ₹10,048.99 | 101.86 ₹10,186.41 | 102.09 ₹10,209.22 | 99.99 ₹9,999 | 101.49 ₹10,149.47 | 99 ₹9,900 Lowest | 110.4 ₹11,040 | 100.98 ₹10,098 | 100.32 ₹10,032 |
| 10.00 | Material and labour for preparing bituminous surface of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n.exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as manufacturers instructions complete all as specified and directed. | 100 | RM | 456.77 ₹45,677.25 | 463.02 ₹46,301.86 | 464.06 ₹46,405.56 | 454.5 ₹45,450 | 461.34 ₹46,133.98 | 450 ₹45,000 Lowest | 638.9 ₹63,890 | 459 ₹45,900 | 456 ₹45,600 |
Tender Value
₹43.6 L
EMD Value
₹87,300
Closing Date
11 Feb 2026, 6:00 pmClosed
GE (AF) AWANTIPUR
GE (AF) AWANTIPUR C/o 56 APO PIN-937208
PROVN OF WORKS FOR INSTALLATION OF OP EQUIPMENT AT AF STN AWANTIPUR
2026_MES_749307_1
GE (AF) AWA-67/2025-26
Open Tender
Civil Works
Item Rate
180 days
GE (AF) AWANTIPUR
AS PER NIT AND TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
Yes
GE (AF) AWANTIPUR
₹87,300
Yes
20 Apr 2026
21 Jan 2026
13 Feb 2026
21 Jan 2026
11 Feb 2026
4 Feb 2026
Select, Excess (+), Less (-) Less (-)
Tender Inviting Authority: GE (AF), 8FBSU,AF
Name of Work: PROVN OF WORKS FOR INSTALLATION OF OP EQUIPMENT AT AF STN AWANTIPUR
Contract No: GE (AF) AWA-67/2025-26
Sl. No. Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words
B/R PORTION 1.02 Construction of chamber for 100mm sluice plates item2 213 Nos
The scope of work for the proposed work services for provn of works for installation Op Equipment at AF Stn Awantipur is as follows:- B/R : - 1. Provn of construction (wks bldg) of three storey high building with flat roof top at a height of 9 mtr with dimension12m x 10m. near Base Ops. The building should be designed for the expected load of 1 Ton.The design and drawings of the building shall be vetted from IIT/NIT with respect to bear the load of the equipment. 2. The requirement of roof top of building are as follows:- 2.1. Square plinth to place the equipment over the roof top. Qty-4 Nos (Dimensions of the plinth and load of equipment on plinth is as per Appendix C. 2.2. Sheds of angle iron with GI sheet to protect the equipment placed at roof top shall be as per the Structural drawing approved from IIT/NIT -02 Nos 2.3. Roof top to be provisioned with parapet wall as per approved drawing from NIT/IIT . 3. Provision of one operator room of dimension 3.9m x 3.4m x 4.5m (Height) on the ground with attached washroom (underneath the flat top). Room to be of brick work, plastering, ceramic tiling at floor, painting with approved colour, window and door. Bathroom consist 01 x WHB, 01 x Urinal, 01 x WC, glazed tile as in dado to wall, all sanitary and GI fitting with allied necessary arrangements of drainage. 4. Provision of stairs from the ground to top of the roof with min width 1.50m and upto 2.0 complete all as specified and directed. 5. SBC reports for bldg from Govt approved agency as required. 6. All structure and Arch drawing to be vetted from IIT/NIT by the contractor with respect to the load of the equipment and safe bearing capacity of the soil before execution of work and all the charges shall be deemed to be included within the rate quoted by the contractor . Each Job Full Conversion INR
E/M PORTION 1.02 Construction of chamber for 100mm sluice plates item2 213 Nos
M&L for Point wiring complete as specified with 1100 volt grade 1.5sq.mm. (nominal area) single core PVC FRLS insulated unsheathed cable multi-stranded copper conductor drawn through and including rigid non-metallic PVC conduit of suitable size but not less than 20mm dia , with all fittings,conceled in wall along with necessary metal flush boxes and modular plate of sutable module mounting for modular fittings in the wall suitable for housing modular pattern switches/ sockets/ regulators etc. duly earthed with same cable size FRLS type as for wiring above but green in colour as continuous earthing wire complete all as specified for :- (a) One light /fan/bell point controlled by one nos, one way 5/6 Amps switch. Per Point Full Conversion INR
S&F in replacement of modular piano type socket outlet flush type 2 module, 5 pin, 5/15 Amps, 230 volts AC, 50 Hz, multipurpose type complete all as specified. Each Full Conversion INR
S&F of wiring for submain with PVC insulated unseathed copper conductor cable,multi stranded,single core,FRLS type,1100 volts grade 2x1.5 sqmm complete drawn in and including PVC conduit of ISI marked of suitable size and its accessories along with 1x1.5 sqmm PVC insulated unseathed copper conducter cable , multi stranded for continuous earth wire including making good the disturbed surface,complete all as specified and as directed. Note- 2+1 run of 1.5 sqmm cable including pvc conduit of suitable size shall be measured as one running meter(For Flood light & Security Light) RM Full Conversion INR
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