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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 CrAccepted-AOC 20 1ST A CROSS SAI NAGAR AREHLLI UTTARHALLI BANGALORE 560 061 | BENGALURU URBAN | KARNATAKA | 560061 | ₹4.5 Cr | L1 | Accepted-AOC Being L1 and eligible bidder |
| 2 | L2₹4.6 Cr+₹7.8 L (1.74%)Rejected-Finance 3 165 1A KAMARAJ NAGAR KANGAYAMPALAYAM SULUR COIMBATORE TAMIL NADU 641 401 | COIMBATORE | COIMBATORE | TAMIL NADU | 641401 | ₹4.6 Cr+₹7.8 L (1.74%) | L2 | Rejected-Finance Being L2 |
| 3 | L3₹4.8 Cr+₹26.2 L (5.85%)Rejected-Finance NO 9 DR SEVALIYE SHIVAJI GANESAN NAGAR 3RD STREET DINDIGUL 624 001 | DINDIGUL | DINDIGUL | TAMIL NADU | 624001 | ₹4.8 Cr+₹26.2 L (5.85%) | L3 | Rejected-Finance Rejected Being L3 |
| 4 | L4₹5.1 Cr+₹64.7 L (14.4%)Rejected-Finance | ₹5.1 Cr+₹64.7 L (14.4%) | L4 | Rejected-Finance Rejected Being L4 |
| 5 | L5₹5.3 Cr+₹76.6 L (17.1%)Rejected-Finance NOT SPECIFIED | ₹5.3 Cr+₹76.6 L (17.1%) | L5 | Rejected-Finance Rejected Being L5 |
| Sl No | Description | Qty | Unit | Vishnu Infrastructures L2 | CREATIVE BUILDERS L4 | GMS Builders L9 | P Natesan and Co L3 | M/s.Sai Agency L10 | S KUMARAN L6 | K. VENKATESH NAIDU L1 | S.RAMACHANDRAN L7 | United Sales Corporation L5 | lakshmibuilders L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Boring 12 bore hole through all kinds of soil/ rocks upto a depth of 5.00m below ground level or upto hard strata (whichever is less) collecting samples and conducting necessary field and laboratory
tests. Following parameters will also form of geo exploration report to be submitted:-
(a) RL of the ground level/ founding level with reference to a BM should invariably mentioned in the soil investigation report.
(b) Physical and chemical properties of the soil.
(c) SPT N values at every 0.75m intervals and changes of strata.
d) Grain size distriburion and analysis including soil characteristics.
(e) Value of cohesion and angle of internal friction
(f) Depth of expansive soil and its properties
(g) Recommendation for type of foundations
(h) Recommendation with value/ result of SBC based on N value, shear and settlement criteria at depth of 1.20m and should be work out for footing of size 1.50m x 1.20m.
(j) Photographic record of geo exploration as well as testing shall also form part of the report.
(k) Recommendation as regards possibility of liquifaction of soil in case of saturated or partially saturated loose/uncompacted sandy soil. | 1 | JOB | 1,90,000 ₹1,90,000 Lowest | 3,90,000 ₹3,90,000 | 3,88,888 ₹3,88,888 | 3,70,000 ₹3,70,000 | 4,33,500 ₹4,33,500 | 4,00,000 ₹4,00,000 | 2,00,000 ₹2,00,000 | 3,85,000 ₹3,85,000 | 5,00,000 ₹5,00,000 | 4,20,000 ₹4,20,000 |
| 1.01(l) Swelling index and swelling pressure in respect of black cotton soil and its depth/ layers (m) Depth of ground water table (Max/ Min) (n) Recommendation for filling under floors (o) Details of soil profile and bore logs (p) any other recommendations Note: (i) The rate quoted by the contractor shall be inclusive of hiring and mobilization of drilling equipments, instruments, plant and any other necessary articles as per site requirements etc. (ii) It shall also be noted that if hard rock is encountered at any early depth then bore shall be drilled for a further depth of 600mm and if hard rock strata continuous to exit till such depth then no further boring is required. However if hard rock strata not found for a continuous depth of 600mm then boring shall be done upto the full depth as mentioned here in before. | |||||||||||||
| 2.00 | Submission of four copies of analysis of field and laboratory test results as per relevant IS code and preparation of geotechnical report with appropriate foundation recommendation with NABL Certification (National Accreditation ISO 17025:2005 certified report) and with seal and signature of authorized senior geotechnical consultant complete all as specified and directed. | 1 | PER JOB | 40,000 ₹40,000 | 42,000 ₹42,000 | 43,580 ₹43,580 | 40,000 ₹40,000 | 46,200 ₹46,200 | 42,800 ₹42,800 | 25,000 ₹25,000 Lowest | 45,000 ₹45,000 | 75,000 ₹75,000 | 45,000 ₹45,000 |
| 3.00 | Excavation of trial pit of size 1.2m X 1.2m X3.0m depth in any type of soil complete all as specified and directed. | 4 | EACH | 19,000 ₹76,000 | 8,000 ₹32,000 | 7,635 ₹30,540 | 7,000 ₹28,000 | 8,000 ₹32,000 | 7,500 ₹30,000 | 10,000 ₹40,000 | 9,000 ₹36,000 | 2,500 ₹10,000 Lowest | 7,800 ₹31,200 |
| 4.00 | Site clearance in soft/ loose soil complete all as specified and directed. | 4,640 | SQUARE METRE | 44 ₹2,04,160 | 30 ₹1,39,200 | 12 ₹55,680 | 10 ₹46,400 Lowest | 15 ₹69,600 | 22 ₹1,02,080 | 20 ₹92,800 | 18 ₹83,520 | 50 ₹2,32,000 | 40 ₹1,85,600 |
| 5.00 | Earth work in excavation by mechanical means in all kind of soil (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.50m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m complete all as specified and directed. | 1,486.42 | CUBIC METRE | 330 ₹4,90,518.6 | 180 ₹2,67,555.6 | 195 ₹2,89,851.9 | 170 ₹2,52,691.4 Lowest | 205 ₹3,04,716.1 | 188 ₹2,79,446.96 | 460 ₹6,83,753.2 | 190 ₹2,82,419.8 | 250 ₹3,71,605 | 196 ₹2,91,338.32 |
| 6.00 | Earth work in excavation by mechanical means in ordinary rock (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.50m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m complete all as specified and directed. | 355.02 | CUBIC METRE | 400 ₹1,42,008 Lowest | 525 ₹1,86,385.5 | 545 ₹1,93,485.9 | 500 ₹1,77,510 | 570 ₹2,02,361.4 | 535 ₹1,89,935.7 | 500 ₹1,77,510 | 540 ₹1,91,710.8 | 750 ₹2,66,265 | 560 ₹1,98,811.2 |
| 7.00 | Earth work in excavation by mechanical means in hard rock (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.50m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m complete all as specified and directed. | 100 | CUBIC METRE | 900 ₹90,000 | 840 ₹84,000 | 875 ₹87,500 | 800 ₹80,000 | 925 ₹92,500 | 855 ₹85,500 | 600 ₹60,000 Lowest | 860 ₹86,000 | 1,500 ₹1,50,000 | 900 ₹90,000 |
| 8.00 | Material and labour for Cement concrete in foundations, filling and mass-concrete using PCC 1:4:8 type D2 (using 40mm graded stone aggregate) complete all as specified and directed. | 164.62 | CUBIC METRE | 5,600 ₹9,21,872 | 5,240 ₹8,62,608.8 | 5,440 ₹8,95,532.8 | 5,000 ₹8,23,100 | 5,780 ₹9,51,503.6 | 5,345 ₹8,79,893.9 | 4,200 ₹6,91,404 Lowest | 5,390 ₹8,87,301.8 | 5,500 ₹9,05,410 | 5,600 ₹9,21,872 |
| 9.00 | Material and labour for RCC (Design Mix) M-25 (using 20mm graded stone aggregate) as in foundations, including, footings, plinth beams, bases for columns etc complete all as specified and as directed. | 569.76 | CUBIC METRE | 7,900 ₹45,01,104 Lowest | 8,375 ₹47,71,740 | 8,742 ₹49,80,841.92 | 8,000 ₹45,58,080 | 9,250 ₹52,70,280 | 8,550 ₹48,71,448 | 7,900 ₹45,01,104 Lowest | 8,640 ₹49,22,726.4 | 8,200 ₹46,72,032 | 8,900 ₹50,70,864 |
Tender Value
₹4.6 Cr
EMD Value
₹5.4 L
Closing Date
9 Jan 2026, 6:00 pmClosed
CWE Wellington
Headquarters Commander Works Engineers Wellington, Barracks Post The Nilgiris PIN 643 231
PROVISION OF PERIMETER WALL OF FD REGIMENT, MADUKKARAI UNDER GE WELLINGTON
2025_MES_744092_1
83057/E8
Open Tender
Civil Works
Item Rate
450 days
MADUKKARAI
As per NIT.
8 documents required · 8 mandatory
₹2,000
GE WELLINGTON
₹5.4 L
Yes
O/o CWE Wellington
3 Feb 2026
11 Dec 2025
12 Jan 2026
11 Dec 2025
9 Jan 2026
2 Jan 2026
12 Dec 2025 - 22 Dec 2025
22 Dec 2025
Select, Excess (+), Less (-) Less (-)
Tender Inviting Authority: CWE WELLINGTON
NAME OF WORK: PROVISION OF PERIMETER WALL OF FD REGIMENT, MADUKKARAI UNDER GE WELLINGTON
Contract No: CWE/ WEL/DSSC/ OF 2025-26
Sl. No. Item of Description Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Conversion against each Item Quoted Currency in INR / Other Currency Rate in Figures to be entered by the Bidder including all Taxes etc. 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
1 Boring 12 bore hole through all kinds of soil/ rocks upto a depth of 5.00m below ground level or upto hard strata (whichever is less) collecting samples and conducting necessary field and laboratory tests. Following parameters will also form of geo exploration report to be submitted:- (a) RL of the ground level/ founding level with reference to a BM should invariably mentioned in the soil investigation report. (b) Physical and chemical properties of the soil. (c) SPT N values at every 0.75m intervals and changes of strata. d) Grain size distriburion and analysis including soil characteristics. (e) Value of cohesion and angle of internal friction (f) Depth of expansive soil and its properties (g) Recommendation for type of foundations (h) Recommendation with value/ result of SBC based on N value, shear and settlement criteria at depth of 1.20m and should be work out for footing of size 1.50m x 1.20m. (j) Photographic record of geo exploration as well as testing shall also form part of the report. (k) Recommendation as regards possibility of liquifaction of soil in case of saturated or partially saturated loose/uncompacted sandy soil. 1 JOB Excess(+) Full Conversion INR
1.01 (l) Swelling index and swelling pressure in respect of black cotton soil and its depth/ layers (m) Depth of ground water table (Max/ Min) (n) Recommendation for filling under floors (o) Details of soil profile and bore logs (p) any other recommendations Note: (i) The rate quoted by the contractor shall be inclusive of hiring and mobilization of drilling equipments, instruments, plant and any other necessary articles as per site requirements etc. (ii) It shall also be noted that if hard rock is encountered at any early depth then bore shall be drilled for a further depth of 600mm and if hard rock strata continuous to exit till such depth then no further boring is required. However if hard rock strata not found for a continuous depth of 600mm then boring shall be done upto the full depth as mentioned here in before.
2 Submission of four copies of analysis of field and laboratory test results as per relevant IS code and preparation of geotechnical report with appropriate foundation recommendation with NABL Certification (National Accreditation ISO 17025:2005 certified report) and with seal and signature of authorized senior geotechnical consultant complete all as specified and directed. 1 PER JOB Excess(+) Full Conversion INR
3 Excavation of trial pit of size 1.2m X 1.2m X3.0m depth in any type of soil complete all as specified and directed. 4 EACH Excess(+) Full Conversion INR
4 Site clearance in soft/ loose soil complete all as specified and directed. 4640 SQUARE METRE Excess(+) Full Conversion INR
5 Earth work in excavation by mechanical means in all kind of soil (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.50m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m complete all as specified and directed. CUBIC METRE Excess(+) Full Conversion INR
6 Earth work in excavation by mechanical means in ordinary rock (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.50m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m complete all as specified and directed. 481.01 CUBIC METRE Excess(+) Full Conversion INR
7 Material and labour for Cement concrete in foundations, filling and mass-concrete using PCC 1:4:8 type D2 (using 40mm graded stone aggregate) complete all as specified and directed. CUBIC METRE Excess(+) Full Conversion INR
8 Material and labour for RCC (Design Mix) M-20 (using 20mm graded stone aggregate) as in foundations, including, footings, plinth beams, bases for columns etc complete all as specified and as directed. CUBIC METRE Excess(+) Full Conversion INR
9 Material and labour for RCC (Design Mix) M20 (using 20mm graded stone aggregate) for columns, pillars, piers,posts and struts complete all as specified and as directed. CUBIC METRE Excess(+) Full Conversion INR
10 Material and labour for RCC (Design Mix) M20 (using 20mm graded stone aggregate) for beams, cantilevers, bressummers, lintels over 1.5 m span complete all as specified and as directed. CUBIC METRE Excess(+) Full Conversion INR
11 Formwork to sides of concrete foundation, footings and plinth beams with rough finished, flat surfaces of concrete and similar work complete all as specified and as directed. SQUARE METRE Excess(+) Full Conversion INR
12 Formworks to sides of pillars, posts, struts, piers, columns and stanchions for rough finished, Square shape of the concrete surfaces complete all as specified and as directed. SQUARE METRE Excess(+) Full Conversion INR
13 Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves rough finished complete all as specified and as directed. SQUARE METRE Excess(+) Full Conversion INR
14 Material and labour TMT Mild steel bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. KILOGRAM Excess(+) Full Conversion INR
15 Material and labour TMT Mild steel bars 6mm to 8mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. KILOGRAM Excess(+) Full Conversion INR
16 All as per item No. 15.00 here in before but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and as directed. KILOGRAM Excess(+) Full Conversion INR
17 Material and labour for precast cement concrete block masonry with solid blocks made out of PCC 1:3:6, type C-1 with using 20mm graded stone aggregate, exceeding 10cm in width and setting in cement mortar 1:6 etc complete all as specified and as directed. CUBIC METRE Excess(+) Full Conversion INR
18 Material and labour for PCC 1:2:4 type B0 using 12.5 mm graded stone aggregate as in pole coping, parapet stand similar items like, etc including weathering slightly rounded on chamfered angles and with necessary form work with fair finished surface, complete all as specified and as directed. CUBIC METRE Excess(+) Full Conversion INR
19 Material and labour for 10 mm thick rendering on brick wall surfaces in CM 1:6 complete all as specified and as directed. SQUARE METRE Excess(+) Full Conversion INR
20 Material and labour for 5 mm thick rendering on brick wall surfaces in CM 1:4 finished even and smooth without using extra cement complete all as specified and as directed. SQUARE METRE Excess(+) Full Conversion INR
21 Material and labour for 5mm thick rendering on concrete surfaces in CM 1:3 finished even and smooth without using extra cement complete all as specified and as directed. Note : Plastering shall be done after hacking the exposed concrete surface SQUARE METRE Excess(+) Full Conversion INR
22 Material and Labour for preparation of newly plastered surfaces of wall and applying two coats of cement base paint over a coat of primer approved colour/shade complete all as specified and as directed. SQUARE METRE Excess(+) Full Conversion INR
23 Supply and Fix MS posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc; flat iron fillets (for securing wire mesh etc,) including all necessary drilling, bolting or riveting, etc and similar work conforming to Fe- 290 Grade E-165 complete all as specified and directed. KILOGRAM Excess(+) Full Conversion INR
24 Material and labour for applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer on new steel & iron surfaces of any description, exc 10cm in width or girth including preparation of new steel surface complete all as specified and as directed. SQUARE METRE Excess(+) Full Conversion INR
25 Material and labour for galvanised 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing to any type of standard rails, straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins,etc all as specified and as directed. Note : Each line wire shall be measured. 100 RUNNING METRE Excess(+) Full Conversion INR
26 Supply and fixing concertina coil fencing with punched tape concertina coil 610 mm dia 10 m openable length (Total length 90 m), having 50 Nos rounds per 6 meter length, spring core wire (25 mm thick) of high tensile strength of 165 kg/Sqmm with tape (0.52 mm thick) and weight 43.47 gm/metre and fixing the same with existing Y-shaped angle iron placed 2m or 3m apart, stud tied with GI staples and GI clips to retain horizontal, including necessary bolts all as specified and as directed. Note : Angle sections shall be measured and paid under relevant items. KILOGRAM Excess(+) Full Conversion INR
27 Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and as directed. CUBIC METRE Excess(+) Full Conversion INR
28 Removing excavated soil exc. 50 m and n.exc 250m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed. CUBIC METRE Excess(+) Full Conversion INR
29 Removing excavated rock exc. 50 m and n.exc 250m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed. 481.01 CUBIC METRE Excess(+) Full Conversion INR
30 Supply and fixing 25mm thick preformed filler for crumple joint complete all as specified and as directed. SQUARE METRE Excess(+) Full Conversion INR
31 Material & Labour for complete removal of existing treatment and preparation of old plastered surfaces of wall and applying two coats of cement base paint over a coat of primer approved colour/shade complete all as specified and as directed. 1779.84 SQUARE METRE Excess(+) Full Conversion INR
32 Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and as directed 4.64 CUBIC METRE Excess(+) Full Conversion INR
33 Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided for complete all as specified and as directed 7.28 CUBIC METRE Excess(+) Full Conversion INR
34 Material and Labour for cleaning the old concrete surface to remove dirt and debris and create a key by chiselling or grinding grooves into the old concrete surface and applying bonding agent to the cleaned old concrete surface to create bond between old and new concrete surface complete all as specified and as directed. 9.12 SQUARE METRE Excess(+) Full Conversion INR
35 Material and Labour for welding in repairs n.exc 2.5cm in length and thickness of metals to be welded exc 9mm but n.exc 20mm complete all as specified and as directed. 416 EACH Excess(+) Full Conversion INR
36 Supply and fix Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing conforming to Fe.290.Gde-E-165 complete all as specified and as directed 1456.68 KILOGRAM Excess(+) Full Conversion INR
37 Supply and fix Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 for ornamental and intricate design complete all as specified and as directed 74.82 KILOGRAM Excess(+) Full Conversion INR
38 Supply and fix 1.60mm Mild steel, plain, black sheet in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required complete all as specified and as directed 16.75 SQUARE METRE Excess(+) Full Conversion INR
39 Supply and fix Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and as directed 622.89 KILOGRAM Excess(+) Full Conversion INR
40 Supply and fix stainless steel letters/ Nos of grade SS 304 of Height 30cm to 45cm, Width 30cm to 45cm and depth 80mm to 100mm and thickness of sheet not less than 3mm complete all as specified and as directed. 26 EACH Excess(+) Full Conversion INR
41 Dismantling posts or struts (wood, steel or RCC) any section, embedded in concrete, brick work, masonry etc, including taking out embedded portion and making good disturbed ground complete all as specified and as directed. 1857.6 RUNNING METRE Excess(+) Full Conversion INR
42 Dismantling of barbed wire, any type complete all as specified and as directed. 331.27 100 RUNNING METRE Excess(+) Full Conversion INR
43 Demolition of brickwork or stone/ boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed. 6.8 CUBIC METRE Excess(+) Full Conversion INR
44 Dismantling structural steel work including door, gates but excluding framed truss etc, complete all as specified and directed. 17.43 PER QUINTAL Excess(+) Full Conversion INR
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