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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.4 LAccepted-Finance 1006 MANAK CHOUK MHOW DIST INDORE MADHYA PRADESH453441 | INDORE | INDORE | MADHYA PRADESH | 453441 | ₹9.4 L | L1 | Accepted-Finance 1st Lowest |
| 2 | L2₹9.9 L+₹46,735 (4.96%)Rejected-Finance 1066 67 CHHOTA BAZAR MHOW INDORE MP PIN 453441 | MHOW | INDORE | MP | 453441 | ₹9.9 L+₹46,735 (4.96%) | L2 | Rejected-Finance 2nd Lowest |
| 3 | L3₹9.9 L+₹47,355 (5.02%)Rejected-Finance | ₹9.9 L+₹47,355 (5.02%) | L3 | Rejected-Finance 3rd Lowest |
| Sl No | Description | Qty | Unit | Narayandas Phoolchand Mishra Infrastructures Pvt. Ltd. L1 | M/S BABULAL SURAJMAL L2 | ram prashad chotelal batham L3 |
|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc (not exceeding) 30cm deep and averaging 15cm deep and getting out in soft/loose soil, complete all as specified and directed. | 46 | Sqm | 50 ₹2,300 Lowest | 65 ₹2,990 | 53 ₹2,438 |
| 2.00 | M&L for hardcore of gauge n exc. 63 mm,of broken stone deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed. | 3.45 | Cum | 1,000 ₹3,450 Lowest | 1,180 ₹4,071 | 1,200 ₹4,140 |
| 3.00 | M&L for PCC 1:3:6 type C2 using 40mm graded agrregate 100mm thick as in Sub base/ Sub floor/ Pavings complete all as specified and directed. | 46 | Sqm | 325 ₹14,950 Lowest | 370 ₹17,020 | 338 ₹15,548 |
| 4.00 | M&L for Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath,parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed. | 46 | Sqm | 991 ₹45,586 Lowest | 1,300 ₹59,800 | 1,250 ₹57,500 |
| 5.00 | M&L 150mm thick (spread thickness) two layer of soling with broken boulders or quarried stone (granite/trap/basalt) interstices filled, surface formed and rolled and consolidated to required gradient and camber with 8-10 tonne power roller, complete all as specified and directed. | 60 | Per Ten Sqm | 2,000 ₹1,20,000 Lowest | 2,200 ₹1,32,000 | 2,150 ₹1,29,000 |
| 6.00 | M&L 75mm thick water bound macadam in two equal layers of 75mm each (compacted thickness) with coarse aggregate of stone (granite/basalt/trap) 63mm to 40mm size, spread rolled and consolidated to required gradient & camber with 8-10 tonne power roller, complete all as specified and directed. | 55 | Per Ten Sqm | 1,500 ₹82,500 | 1,400 ₹77,000 Lowest | 1,650 ₹90,750 |
| 7.00 | M&L for premix bituminous macadam (consolidated thickness not more than 75 mm) with 4% binder content of paving bitumen of grade (VG-30) by weight of total mix laid and rolled with 8-10 tonne power roller to required gradient and camber up to outer edges of roads on existing black top surfaces complete all as specified and directed. | 45 | Cum | 8,000 ₹3,60,000 | 7,900 ₹3,55,500 Lowest | 8,150 ₹3,66,750 |
| 7.01Notes:- (a) Aggregate used in the work shall be obtained from approved source . (b) Minimum content of Cement filler shall be 2% by weight of total mix and dossage shall be as per design mix. No price adjustment shall be applicable if excess quantity of filler is used/approved due to design requirement in the execution of work under this item (c) No price adjustment shall be made for any extra quantity of binder due to design requirement. (d).Cost of testing charges as per (IS),Preparation of moulds,penetration test, Viscosity test,Bitumin extraction test ,, Marshall stability test not less than 1200kg using hot mix plant, spread, rolled and consolidated to required gradient and camber using mechanical sensor paver and roller of type & capacity all as specified in MoRTH and TI 09/2009 . core cutting, materials and transpotation etc for job mix formula shall deem to be included in quoted rate) . (e) Mix shall be from hot mix plant and laying shall be done with mechanical paver. (f) During the laying minimm 02 x water browser shall be available at site . | ||||||
| 8.00 | M&L for preparing surfaces of existing black top surface with wire brushes for removing caked mud etc and sweeping with brooms and finally fanning to clean the surfaces with gunny bags to remove all loose dirt etc and applying evenly a tack coat with bitumenous primer using paving bitumen VG-30 at the rate of 10 kg / 10 sqm and M&L for Bituminious premixed hot mix Asphaltic Semi- Dence Concrete using 5.5 % binder content (VG-30 Grade paving bitumen with minimum Marshal stability 1200 kg/sqcm) by weight of total mix and with thickness of 30 mm (consolidated Thickness) including rolling with 8 to 10 tonne power road roller and minimum 5Km/hour to uniform and smooth surface and consolidation to required gradient and camber complete all as specified and directed. | 60 | Per Ten Sqm | 3,900 ₹2,34,000 Lowest | 4,200 ₹2,52,000 | 4,000 ₹2,40,000 |
| 8.01Note1 : (a) Cement shall be used as filler at mininum 2% by weight of total mix in event of variation in design mix the percentage of filler content shall be on plus side adopted. (b)SDAC shall be as per MORTH specification Note2: - (i) Laying shall be done by means of self-propelled mechanical paver, and screed temp minimum maintain not less than 140 degree cellicious finishing with electronic sensor and hydraulic controls with suitable speed 5 Km /hour and capable of laying, spreading, tamping and finishing. (ii) Mix shall be obtained from computerized hot mix plant and spreading shall be done by using mechanical paver only) (iii) The mix shall be designed by job mix formula and approved by GE. (iv) Cost of testing charges, materials and transportation etc for job mix formula and Independent testing during execution of work shall be inclusive in the unit rate quoted and no extra payment shall be made on this account. (v) Minimum bitumen content as mentioned in above item, if there is any variation in the actual binder content used, the rate shall be adjusted @ Rs. 50 /- per Kg of binder used. However no price adjustment shall be made if the binder content works out to more than 5.5% as specified in BOQ. (vi) Prior to the execution of work started the Design mix of bituminous permix semi dense asphaltic concrete should be provide by the contractor from any Governement Engineering College or approved NABL lab and job mix should be approved by GE. (vii) Filler material for semi dense asphaltic concrete shall be cement only. (viii) The cost of Job mix & Lab/Feild Testing asper SSR/IS/MORTH as required shall be borne by the contractor. (ix) The hot mix plant should be approved from GE. | ||||||
Tender Value
₹9.7 L
EMD Value
₹20,000
Closing Date
3 Aug 2026, 6:00 pmClosed
CWE MHOW
HQ CWE MHOW, MHOW CANTT, MHOW (M.P)-453441
SPECIAL REPAIR TO ROAD FROM QM OFFICE TO REZANGLA BLOCK AT THE INF SCHOOL UNDER GE MIS MHOW
2026_MES_766130_2
CWE/MHOW/05(T) OF 2026-27
Open Tender
Civil Works
Item Rate
180 days
HQ CWE MHOW
Please refer Tender docs
8 documents required · 8 mandatory
₹500
GE (M) Inf School Mhow
₹20,000
7 Sept 2026
1 Jul 2026
5 Aug 2026
1 Jul 2026
3 Aug 2026
15 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n.exc (not exceeding) 30cm deep and averaging 15cm deep and getting out in soft/loose soil, complete all as specified and directed. | 46 | Sqm | - | - |
| 2 | M&L for hardcore of gauge n exc. 63 mm,of broken stone deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed. | 3.45 | Cum | - | - |
| 3 | M&L for PCC 1:3:6 type C2 using 40mm graded agrregate 100mm thick as in Sub base/ Sub floor/ Pavings complete all as specified and directed. | 46 | Sqm | - | - |
| 4 | M&L for Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath,parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed. | 46 | Sqm | - | - |
| 5 | M&L 150mm thick (spread thickness) two layer of soling with broken boulders or quarried stone (granite/trap/basalt) interstices filled, surface formed and rolled and consolidated to required gradient and camber with 8-10 tonne power roller, complete all as specified and directed. | 60 | Per Ten Sqm | - | - |
| 6 | M&L 75mm thick water bound macadam in two equal layers of 75mm each (compacted thickness) with coarse aggregate of stone (granite/basalt/trap) 63mm to 40mm size, spread rolled and consolidated to required gradient & camber with 8-10 tonne power roller, complete all as specified and directed. | 55 | Per Ten Sqm | - | - |
| 7 | M&L for premix bituminous macadam (consolidated thickness not more than 75 mm) with 4% binder content of paving bitumen of grade (VG-30) by weight of total mix laid and rolled with 8-10 tonne power roller to required gradient and camber up to outer edges of roads on existing black top surfaces complete all as specified and directed. | 45 | Cum | - | - |
| 8 | M&L for preparing surfaces of existing black top surface with wire brushes for removing caked mud etc and sweeping with brooms and finally fanning to clean the surfaces with gunny bags to remove all loose dirt etc and applying evenly a tack coat with bitumenous primer using paving bitumen VG-30 at the rate of 10 kg / 10 sqm and M&L for Bituminious premixed hot mix Asphaltic Semi- Dence Concrete using 5.5 % binder content (VG-30 Grade paving bitumen with minimum Marshal stability 1200 kg/sqcm) by weight of total mix and with thickness of 30 mm (consolidated Thickness) including rolling with 8 to 10 tonne power road roller and minimum 5Km/hour to uniform and smooth surface and consolidation to required gradient and camber complete all as specified and directed. | 60 | Per Ten Sqm | - | - |
| 9 | M&L for preparation of road surface and applying thermoplastic reflective paint for marking of minimum 1.5 mm thick single coat as a centre line or edge line etc, road marking of 150/100 mm width using "HOT MARK" thermo plastic paint (Hot application) white /yellow by indigenous modern propelled road marking machine as directed including all ingredients such as binder, glass beads, titanium dioxide, calcuim caronate, inter filler etc, thermoplastic requirement for glass beads shall be conforming to BS-6086 of MOST specificaiton including spraying of glass beads etc complete all as per manufacture's instructions and as directed. | 50 | Sqm | - | - |
| 10 | S&F in repair of dual reflective cat eye of impact resistant plastic stud double moulded solid state having ultra violet resistant color(white/red/yellow) with four round disc containing 28 mini retro reflective glass beads of color white/red/yellow to side provided with steel zinc plated of dia 12mm and of length 120mm for fixing to road by haammering complete all as specified and directed. Make: Greenlite, Oscar, Dark Eye | 30 | Each | - | - |
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