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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹95.2 LAccepted-AOC C O GUPTA EMPORIUM AR BAZAR HAPPY VALLEY SHILLONG 793 004 | EAST KHASI HILLS | MEGHALAYA | 793004 | ₹95.2 L Quoted ₹95.5 L | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹1.1 Cr+₹15.1 L (15.8%)Rejected-Finance | ₹1.1 Cr+₹15.1 L (15.8%) | L2 | Rejected-Finance Other than L1 Bidder |
| 3 | L3₹1.1 Cr+₹15.3 L (16.1%)Rejected-Finance | ₹1.1 Cr+₹15.3 L (16.1%) | L3 | Rejected-Finance Other than L1 Bidder |
| 4 | Rejected-Technical | - | - | Rejected-Technical As per NIT Note No. 1 whereas residual work in load not uploaded in shortfall of docs. |
| 5 | Rejected-Technical C O RANJIT ELECTRICAL KEATING ROAD SHILLONG 793001 | SHILLONG | EAST KHASI HILLS | MEGHALAYA | 793001 | - | - | Rejected-Technical As per NIT Note No. 1 whereas residual work in load not uploaded in shortfall of docs. |
| Sl No | Description | Qty | Unit | M/S UTTAM SAHA L1 | M/s Sohini Construction L2 | Ms Amrik Singh Bahra L3 |
|---|---|---|---|---|---|---|
| 1.00 | Material & Labour for DAC Bituminous premix Dense asphaltic concrete 40 mm thick consolidated thickness with 6.0% binder content by weight of total mix using Paving Bitumen of grade PMB 40/PMB 64-10 binder with 2% cement as filler Grading 2 of Table 500-17 of MoRTH specification for road and bridge works 2013, rolled and compacted, mixed in mechanical hot mixed plant and pre-mixed material laid with mechanical paver, finished including rolling to require gradient and camber with 8 to 10 tonne power roller to require compaction and as specified and directed. | 525 | 10 SQM | 9,100 ₹47,77,500 Lowest | 11,000 ₹57,75,000 | 11,500 ₹60,37,500 |
| 2.00 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exceeding 400 sqm, depth exceeding 50 mm but not exceeding 100 mm complete all as specified and as directed. | 12 | 10 SQM | 600 ₹7,200 | 550 ₹6,600 | 320 ₹3,840 Lowest |
| 3.00 | Preparing unsurfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surface with gunny bags or compressed air to remove all loose dirt etc. complete all as specified and as directed. | 12 | 10 SQM | 2,500 ₹30,000 | 350 ₹4,200 | 320 ₹3,840 Lowest |
| 4.00 | M and L for applying a prime coat of cationic bitumen emulsion SS1 conforming to IS: 8887 at a rate of application of 0.70- 1.00 kg/ sqm on surface of WMM/WBM as specified in Table- 500-3 of MoRTH specifications for road and bridge work 2013, using mechanical sprayer complete all as specified and directed . | 12 | 10 SQM | 1,000 ₹12,000 Lowest | 1,100 ₹13,200 | 1,100 ₹13,200 |
| 5.00 | Material and labour for providing premixed bituminous macadam laid/rolled and compacted to required gradient and camber using 8 to 10 tone capacity power roller (consolidated thickness 75mm or less) using paving bitumen (VG 30 Grade) @ 4% by weight of total mix complete all as specified and directed. Note:- (i) The exact bitumen content required shall be determined Mix Design procedure and approved by GE. The adjustment in rate on MINUS side variation in quantity of bitumen if any shall be priced at the rate of ₹70 per kg. No claim whatsoever shall be made for adjustment in plus side. (ii) Bituminous macadam shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper. | 6 | CUM | 14,000 ₹84,000 Lowest | 19,000 ₹1,14,000 | 15,500 ₹93,000 |
| 6.00 | Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. complete all as specified and as directed. | 750 | 10 SQM | 300 ₹2,25,000 Lowest | 525 ₹3,93,750 | 310 ₹2,32,500 |
| 7.00 | M&L for applying a tack coat of cationic bitumen emulsion (RS1) conforming to IS: 8887 at a rate of application of 0.20- 0.30kg/ sqm on bituminious surface as specified in Table- 500-3 of MoRTH specifications for road and bridge work 2013, using mechanical sprayer after cleaning of existing surface complete all as specified and directed . | 750 | 10 SQM | 500 ₹3,75,000 Lowest | 525 ₹3,93,750 | 550 ₹4,12,500 |
| 8.00 | Material and labour for bituminous premixed semi-dense asphaltic concrete, 40mm consolidated thickness using 5.5% paving bitumen (VG 30 Grade) binder content any penetration by weight of total mix, mixed in central computerized hot mix plant and laid using mechanical self propelled paver and rolled and compacted with 8 to 12 tonne power roller to uniform surfaces with required camber and gradient complete all as specified and as directed.
Note:- Semi dense asphaltic bituminous concrete shall be designed as per design mix. Contractor shall quote his unit rate considering the bitumen contents as 5.5 %. Any variation in binder content on minus side shall be adjusted at the rate of ₹67.00 per KG of binder. No adjustment in price shall be made if the variation is on plus side. | 225 | 10 SQM | 8,900 ₹20,02,500 Lowest | 11,000 ₹24,75,000 | 10,000 ₹22,50,000 |
| 9.00 | Material and labour for preparing bituminous surfaces of road and marking 2.5mm thick centre lines stop line dashe arrow etc and the like not exceeding 10cm wide on road pavement with hot applied thermo plastic road marking paint with reflectorizing glass beads on bituminious surface @ 300gms/ sqm area as per IRC: 35- 1997 of approved colour conforming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed. | 124.5 | SQM | 900 ₹1,12,050 Lowest | 1,100 ₹1,36,950 | 1,000 ₹1,24,500 |
| 10.00 | S&F in repair traffic convex mirror of of 60cm dia having 130 degree viewing angle made of polycarbonate material , brim and back holding plate is made of metal/FRB along with pole mounted brackets and pole 60mm dia made with galvanised steel pipe of suitable length fixed to the ground by means of PCC 1:2:4 type B2 (using 40mm dia graded stone aggregate) in foundation/filling (size 50cmx50cmx60cm) all as specified and as and as directed. | 4 | EACH | 6,500 ₹26,000 Lowest | 11,000 ₹44,000 | 10,000 ₹40,000 |
Tender Value
₹87.3 L
EMD Value
₹1.6 L
Closing Date
11 Jun 2026, 6:00 pmClosed
CWE Shillong
HQ CWE Shillong, SE Falls Shillong-793011
SPECIAL REPAIR TO PARADE GROUND AT SHILLONG UNDER GE SHILLONG
2026_MES_765250_1
8014/SHL/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
Shillong
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,000
GE Shillong
₹1.6 L
Yes
6 Aug 2026
14 May 2026
13 Jun 2026
14 May 2026
11 Jun 2026
4 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Material & Labour for DAC Bituminous premix Dense asphaltic concrete 40 mm thick consolidated thickness with 6.0% binder content by weight of total mix using Paving Bitumen of grade PMB 40/PMB 64-10 binder with 2% cement as filler Grading 2 of Table 500-17 of MoRTH specification for road and bridge works 2013, rolled and compacted, mixed in mechanical hot mixed plant and pre-mixed material laid with mechanical paver, finished including rolling to require gradient and camber with 8 to 10 tonne power roller to require compaction and as specified and directed. | 525 | 10 SQM | - | - |
| 2 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exceeding 400 sqm, depth exceeding 50 mm but not exceeding 100 mm complete all as specified and as directed. | 12 | 10 SQM | - | - |
| 3 | Preparing unsurfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surface with gunny bags or compressed air to remove all loose dirt etc. complete all as specified and as directed. | 12 | 10 SQM | - | - |
| 4 | M and L for applying a prime coat of cationic bitumen emulsion SS1 conforming to IS: 8887 at a rate of application of 0.70- 1.00 kg/ sqm on surface of WMM/WBM as specified in Table- 500-3 of MoRTH specifications for road and bridge work 2013, using mechanical sprayer complete all as specified and directed . | 12 | 10 SQM | - | - |
| 5 | Material and labour for providing premixed bituminous macadam laid/rolled and compacted to required gradient and camber using 8 to 10 tone capacity power roller (consolidated thickness 75mm or less) using paving bitumen (VG 30 Grade) @ 4% by weight of total mix complete all as specified and directed. Note:- (i) The exact bitumen content required shall be determined Mix Design procedure and approved by GE. The adjustment in rate on MINUS side variation in quantity of bitumen if any shall be priced at the rate of ₹70 per kg. No claim whatsoever shall be made for adjustment in plus side. (ii) Bituminous macadam shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper. | 6 | CUM | - | - |
| 6 | Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. complete all as specified and as directed. | 750 | 10 SQM | - | - |
| 7 | M&L for applying a tack coat of cationic bitumen emulsion (RS1) conforming to IS: 8887 at a rate of application of 0.20- 0.30kg/ sqm on bituminious surface as specified in Table- 500-3 of MoRTH specifications for road and bridge work 2013, using mechanical sprayer after cleaning of existing surface complete all as specified and directed . | 750 | 10 SQM | - | - |
| 8 | Material and labour for bituminous premixed semi-dense asphaltic concrete, 40mm consolidated thickness using 5.5% paving bitumen (VG 30 Grade) binder content any penetration by weight of total mix, mixed in central computerized hot mix plant and laid using mechanical self propelled paver and rolled and compacted with 8 to 12 tonne power roller to uniform surfaces with required camber and gradient complete all as specified and as directed.
Note:- Semi dense asphaltic bituminous concrete shall be designed as per design mix. Contractor shall quote his unit rate considering the bitumen contents as 5.5 %. Any variation in binder content on minus side shall be adjusted at the rate of ₹67.00 per KG of binder. No adjustment in price shall be made if the variation is on plus side. | 225 | 10 SQM | - | - |
| 9 | Material and labour for preparing bituminous surfaces of road and marking 2.5mm thick centre lines stop line dashe arrow etc and the like not exceeding 10cm wide on road pavement with hot applied thermo plastic road marking paint with reflectorizing glass beads on bituminious surface @ 300gms/ sqm area as per IRC: 35- 1997 of approved colour conforming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed. | 124.5 | SQM | - | - |
| 10 | S&F in repair traffic convex mirror of of 60cm dia having 130 degree viewing angle made of polycarbonate material , brim and back holding plate is made of metal/FRB along with pole mounted brackets and pole 60mm dia made with galvanised steel pipe of suitable length fixed to the ground by means of PCC 1:2:4 type B2 (using 40mm dia graded stone aggregate) in foundation/filling (size 50cmx50cmx60cm) all as specified and as and as directed. | 4 | EACH | - | - |
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