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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAccepted-AOC 27 19 F F D BLOCK CHATTARPUR EXTN SOUTH WEST DELHI DELHI 110075 | SOUTH WEST DELHI | DELHI | 110075 | ₹2.5 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.6 Cr+₹10.3 L (4.14%)Rejected-Finance | ₹2.6 Cr+₹10.3 L (4.14%) | L2 | Rejected-Finance L2 |
| 3 | L3₹3.0 Cr+₹51.0 L (20.5%)Rejected-Finance 12 B NIKKA SINGH COLONY RAM TIRATH ROAD AMRITSAR PUNJAB | ₹3.0 Cr+₹51.0 L (20.5%) | L3 | Rejected-Finance L3 |
| 4 | L4₹3.0 Cr+₹51.1 L (20.5%)Rejected-Finance ASTBAL MOHALLA BANASAR BAGH ROAD PATIALA GATE SANGRUR 148001 | SANGRUR | SANGRUR | PUNJAB | 148001 | ₹3.0 Cr+₹51.1 L (20.5%) | L4 | Rejected-Finance L4 |
| 5 | L5₹3.1 Cr+₹65.0 L (26.1%)Rejected-Finance | ₹3.1 Cr+₹65.0 L (26.1%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | ANNPOORNA ENGINEERS & BUILDERS L6 | KRISHAN KUMAR CONTRACTOR L5 | NARINDER KUMAR SONS L4 | BAL SINGH AND SONS L2 | GAANESHKARTIKEY CONSTRUCTION PVT. LTD. L3 | KULWANT SINGH L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Schedule"A"Part-I :
(A) LABOURAORY TEST: Carry out labouratory test of subgrade soil including grain size analysis, Atterberg limit,Proctor compaction,soaked /unsoaked CBR (As per IS 2720 series) from the sample of soil collected/taken at site from where the soil is to be brought for filling/forming embankments from CTL/ IIT/NIT/Government Engineering College,before bringing the soil at site for filling/forming embankments all as specified and as direcred by Engineer-in-charge.
Note: The detail metholodgy to conduct the test is specified in particular specifications | 2 | Each | 21,000 ₹42,000 | 8,000 ₹16,000 Lowest | 40,000 ₹80,000 | 15,000 ₹30,000 | 50,000 ₹1,00,000 | 25,000 ₹50,000 |
| 1.01 | (B) FIELD TEST: Carry out the plate load test on subgrade soil filled for forming embankments (as per IS 1888 and ICR 58-2015) including excavationand earth work etc ,for calculation of K- value at different locations at site from CTL/ IIT/NIT/Government Engineering College all as specified and as direcred by Engineer-in-charge. Note: The detail metholodgy to conduct the test is specified in particular specifications | 2 | Each | 28,500 ₹57,000 | 25,000 ₹50,000 Lowest | 30,000 ₹60,000 | 25,000 ₹50,000 Lowest | 1,00,000 ₹2,00,000 | 95,000 ₹1,90,000 |
| 1.02 | ( C ) DESIGN OF RIGID QUAILTY CONTROL CONCRTE ( PQC) : Carry out the Design of Rigid quailty control pavenent based on field and labouratory test results, including traffic analysis, slab thickness calculation,joint design,reiforcement derailing and prepration of all drawing (as per IRC58-2015 AND Morth) from CTL/ IIT/NIT/Government Engineering Collegeall as specified and as direcred by Engineer-in-charge | 1 | Each | 71,000 ₹71,000 | 15,000 ₹15,000 Lowest | 50,000 ₹50,000 | 25,000 ₹25,000 | 20,000 ₹20,000 | 1,00,000 ₹1,00,000 |
| 1.03 | (D) PREPRATION OF DETAIL REPORT : Preparation of Detailed Technical Report (Field+lab results +Design), for vetting from CTL/ IIT/NIT/Government Engineering College, and submission of 3 hard copies and 1 soft copy(PF) including vetting certificate all as specified and as direcred by Engineer-in-charge. | 1 | Each | 2,13,000 ₹2,13,000 | 20,000 ₹20,000 Lowest | 1,99,999 ₹1,99,999 | 1,50,000 ₹1,50,000 | 50,000 ₹50,000 | 1,00,000 ₹1,00,000 |
| 1.04(E)SUBMISSION DETAIL RECORD: 1. Field Test Records : Logbooks of Plate load tests (load increments vs.settlment)and Photographs of test setup,to be provided in report. 2. Laboratory Test Reports: Detailed results and charts for soil classification , compaction curves,CBR,etc.,to be provided in report. 3. k-Value Summary : Computed k-value at each location(MPa/m),including any corrections applied ,and the selected design k-value,to be provided in report. 4. Design Calculations: Full rigid pavement desig note,showing traffic analysis,stess calculations,slab thickness,jiont spacing,and reinforcement design.Use of IRC formulas or spreadsheets should be documented,to be provided in report. 5. Drawings: Typical cross-section of pavement layers; joint layout and inforcement(dowel/tie bars)details;site plan marking test loactions to be provided in report. 6. Technical Report: A consolidated report containing all of the above (field,lab,analysis,design),formatted per MES guidelines.Include an index,reference, and appendices for raw data ,to be provided in report. 7. Vetting Documentation: Correspondence with the reviewing IIT/NIT(draft report submission and comments) and final vetting certificate or letter,to be provided in report. 8. Submission: Three hardbound copies and one soft copy(PDF/Word )of the final vetted report shall be submitted to GE/AGE(I) for approval.GE/AGE(I) will give the approval in writing before start of execution of wok. | |||||||||
| 2.00 | Schedule"A"Part-II :
Surface dressing not exceeding 15 cm deep and out getting as in soft /loose soil complete all as specified and as directed. | 14,202 | Sqm | 50 ₹7,10,100 | 22 ₹3,12,444 | 10 ₹1,42,020 Lowest | 12 ₹1,70,424 | 10 ₹1,42,020 Lowest | 13 ₹1,84,626 |
| 2.01 | Removing excavated soil not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and as directed. | 2,242.38 | Cum | 70 ₹1,56,966.6 | 250 ₹5,60,595 | 20 ₹44,847.6 Lowest | 80 ₹1,79,390.4 | 40 ₹89,695.2 | 60 ₹1,34,542.8 |
| 2.02 | Excavation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundations etc or for shafts, wells, cesspits manholes, pier holes etc not exceeding 10 sqm on plan and 1.5 m in depth and getting out as in soft/loose soil complete all as specified and as directed. | 137.97 | Cum | 180 ₹24,834.6 | 308 ₹42,494.76 | 100 ₹13,797 Lowest | 120 ₹16,556.4 | 100 ₹13,797 Lowest | 100 ₹13,797 Lowest |
| 2.03 | Material and labour for cement concrete type D-2, 1:4:8 (using 40mm graded stone aggregates) as in foundations, filling and mass concrete complete all as specified and as directed. | 31.54 | Cum | 4,350 ₹1,37,199 | 5,245 ₹1,65,427.3 | 3,000 ₹94,620 | 3,200 ₹1,00,928 | 4,400 ₹1,38,776 | 2,500 ₹78,850 Lowest |
| 2.04 | Material and labour for Brick work with sub class 'B' bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:4 complete all as specified and as directed. | 175.61 | Cum | 5,400 ₹9,48,294 | 5,570 ₹9,78,147.7 | 5,000 ₹8,78,050 | 4,800 ₹8,42,928 | 6,000 ₹10,53,660 | 4,550 ₹7,99,025.5 Lowest |
Tender Value
₹3.5 Cr
EMD Value
₹4.2 L
Closing Date
23 Sept 2025, 6:00 pmClosed
CWE PATIALA
HQ COMMANDER WORKS ENGINEER BLDG No 26 NEW LALBAGH PATIALA 147001 Contact 01712200082
PROVN OF ROAD NET WORK FROM TECHNICAL AREA TO LOCAL DEM GROUND, GHAGGAR AT DAPPAR UNDER AGE(I) DAPPAR
2025_MES_726518_1
CWE/PAT/T-35/2025-26
Open Tender
Civil Works
Item Rate
270 days
AGE I DAPPAR
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,000
AGE I DAPPAR
₹4.2 L
21 Oct 2025
19 Aug 2025
25 Sept 2025
19 Aug 2025
23 Sept 2025
9 Sept 2025
19 Aug 2025 - 16 Sept 2025
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