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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.6 LAccepted-Finance 0 DHANA TEJA BARARI DHANA TEJA MATHURA MATHURA UTTAR PRADESH 281005 | MATHURA | UTTAR PRADESH | 281005 | ₹24.6 L | L1 | Accepted-Finance L1 |
| 2 | L2₹26.3 L+₹1.6 L (6.58%)Rejected-Finance 71 2 KHATIPURA NEAR ELECTRONIC COMPLEX INDORE 452010 | INDORE | MADHYA PRADESH | 452010 | ₹26.3 L+₹1.6 L (6.58%) | L2 | Rejected-Finance L2 |
| 3 | L3₹38.7 L+₹14.0 L (56.9%)Rejected-Finance | ₹38.7 L+₹14.0 L (56.9%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | sundaram infra and corporation L2 | S.K. CONSTRUCTION L1 | ACE MULTI SERVICES L3 |
|---|---|---|---|---|---|---|
| 1.00 | Demolishing cement concrete manually/ by mechanical means including
disposal of material within 50 metres lead as per direction of Engineer -
in - charge. 15.2.1 Nominal concrete 1:3:6 or richer mix (including equivalent
design mix) | 25 | Cum | 1,550 ₹38,750 Lowest | 1,625 ₹40,625 | 2,200 ₹55,000 |
| 2.00Providing and laying Pavement Quality Concrete (PQC) produced in a batching and mixing plant having a Characteristic flexural strength i.e. flexural strength of 4.1 MPa at 28 days using Ordinary Portland cement of 43/53 grade or Portland Pozzolana Cement or Portland Slag cement conforming as per relevant IS codes, to be mixed at site, with 0.5% Super plasticizer by mass of cementitious material, fine aggregate, graded stone aggregates of 40 mm nominal size in appropriate proportion as per specification and job mix formula, laid in panels as per drawings/design as approved by the Engineer-In-Charge using Slip Form Paver or Fixed form paver or Manual Method including anti friction layer, joint filler board, making necessary provision for expansion, dummy and construction joint including filling with Polysulphide sealant of approved make, curing and making profile, complete as per direction of Engineer-in-Charge and specifications. The item for execution shall include all operations making pavement for intended use but not limited to following:(i) Polyethylene sheet (White in color) of thickness 400 micron conforming to IS: 2508 with 6mm thick fine sand layer.(ii) Providing and laying in position for expansion joint, 25mm thick pre-cut Synthetic joint filler board of approved make conforming to IS:1838(part 3)-2011, 45 mm from top (to be removed at the time of filling of Polysulphide sealant).(iii) Mechanically cutting dummy joints 3mm wide x 1/3rd thickness of slab which is subsequently widened to 10mm for the top 25mm depth and construction joints 10mm wide x 25mm deep as per specification. | ||||||
| 2.01 | (iv) Providing and laying in position Polysulphide sealant of approved make conforming to BS-5212-1990 or IS: 11433-1995 in expansion/ construction / dummy joints including rounding off edges, applying 2 coats of approved primer compatible with the brand of Polysulphide and preparing the surface and applying masking tape along the edge of joint to prevent accidental spillage of sealant on top surface and to give neat finish to the sealant and removing the masking tape after application of sealant etc. as per the details below:
(a) Expansion Joints of size 25 mm wide and 10 mm deep over 30mm dia expanded closed-cell Polyethylene foam back-up/backer rod of minimum density 22 Kg/Cum, as per manufacturer’s specifications.
(b) Construction Joints of size 10 mm wide and 10 mm deep over 12mm dia expanded closed-cell Polyethylene foam back-up/backer rod of minimum density 22 Kg/Cum, as per manufacturer’s specifications.
(c) Dummy Joints of size 10 mm wide and 10 mm deep over 12 mm dia expanded closed-cell Polyethylene foam back-up/backer rod of minimum density 22 Kg/Cum, as per manufacturer’s specifications.
(v) Making profile as per DGCA CAR, panel drawing showing dummy, construction, expansion joints location. | 25 | Cum | 8,500 ₹2,12,500 | 6,880 ₹1,72,000 Lowest | 12,500 ₹3,12,500 |
| 2.02Note: (i) Areas inaccessible to paving equipment shall be constructed by manual/hand guided method. Areas in which manual/hand guided methods of construction become indispensable shall be got approved by the Engineer-in-Charge in writing in advance. (ii) The quantity of cement, type of cement and super plasticizer for one Cum. of finished concrete specified are for tendering purpose only. The contractor shall quote his rates assuming quantity of OPC cement as 360 Kg/Cum or 400 Kg of Portland Pozzolana Cement/ Portland Slag cement. In addition, if the actual quantity of cement & super plasticizer required as per laboratory mix design varies from the quantity assumed above, necessary cost adjustment for deviation in the quantity of cement and super plasticizer as per mix design, if any, shall be done as per the rate of cement and super plasticizer in actual supply voucher from manufacturer/authorized dealer at the time of execution. In the case of authorized distributor, the rate may be authenticated by the manufacturer. The rate of cement and super plasticizer exclusive of GST shall only be considered for payment. | ||||||
| 3.00 | Raking out the existing sealing compound from the joints and cleaning the joints by removing dirt, debris, rubbish, etc., using suitable tools and machinery, in preparation for laying polysulphide sealant, complete as directed by the Engineer-in-Charge (EIC). | 22,923.75 | RM | 10 ₹2,29,237.5 | 7 ₹1,60,466.25 | 1 ₹22,923.75 Lowest |
| 4.00 | Providing and laying in position polysulphide sealant of approved make conforming to BS-5212-1990 or IS 11433-1995, in expansion / Construction / dummy joints including rounding off edges, applying 2 coats of approved primer compatible with the brand of polysulphide and preparing the surface and applying masking tape along the edge of joints to prevent accidental spillage of sealant on top surface and to give neat finish to the sealant and removing the masking tape after application of sealant etc. complete as per direction of Engineer-in-Charge & particular specifications. [Note : for purpose of payment, quantity (Length X Width X Depth) of sealant in cucm only will be measured.] | 26,51,475 | CUM | 0.72 ₹19,09,062 Lowest | 0.72 ₹19,09,062 Lowest | 1.25 ₹33,14,343.75 |
| 5.00 | Sure Bond Self Adhesive, Clold applied polymer modified high tack bituminous instant Runway/ Tarmac crack sealing Tape of 100mm width , 2KPa thick having quick release film on one side Runway/ Pavement/ Tarmac crack to form high strength water proof layer, Make Srijan System Pvt Ltd or equivalent approved brand. | 130 | RM | 1,050 ₹1,36,500 | 365 ₹47,450 Lowest | 760 ₹98,800 |
| 6.00 | Supply of Run patch , self adhesive, cold applied made of polymer modified High Tak Bituminious spread sheet pf 1mx10m roll having bond strength of 0.4 Mpa, nominal thickness 3.5-4.0mm for sealing of potholes/cracks on Runway, Taxiway for both asphalt and concrete surfaces.
Note: Qty 1 number refers to 1 Roll of 1mx10m | 80 | RM | 1,250 ₹1,00,000 | 1,680 ₹1,34,400 | 785 ₹62,800 Lowest |
Tender Value
₹38.9 L
EMD Value
₹1.2 L
Closing Date
29 Jul 2026, 6:00 pmClosed
Senior Manger E-C
O/o Senior Manger (E-C),Pakyong Airport, Sikkim
Provision of Joint Filling with Polysulphide sealant, Surebond and run patch etc. in PQC Panel of Runway/Apron/Taxiway at Pakyong Airport.
2026_AAI_283341_1
AAI/PKNG/SM(C)/Polysulphide Sealant/
Open Tender
Civil Works
Item Rate
Pakyong Airport
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,180
₹1.2 L
24 Aug 2026
8 Jul 2026
31 Jul 2026
9 Jul 2026
29 Jul 2026
9 Jul 2026
9 Jul 2026 - 19 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolishing cement concrete manually/ by mechanical means including
disposal of material within 50 metres lead as per direction of Engineer -
in - charge. 15.2.1 Nominal concrete 1:3:6 or richer mix (including equivalent
design mix) | 25 | Cum | - | - |
| 2Providing and laying Pavement Quality Concrete (PQC) produced in a batching and mixing plant having a Characteristic flexural strength i.e. flexural strength of 4.1 MPa at 28 days using Ordinary Portland cement of 43/53 grade or Portland Pozzolana Cement or Portland Slag cement conforming as per relevant IS codes, to be mixed at site, with 0.5% Super plasticizer by mass of cementitious material, fine aggregate, graded stone aggregates of 40 mm nominal size in appropriate proportion as per specification and job mix formula, laid in panels as per drawings/design as approved by the Engineer-In-Charge using Slip Form Paver or Fixed form paver or Manual Method including anti friction layer, joint filler board, making necessary provision for expansion, dummy and construction joint including filling with Polysulphide sealant of approved make, curing and making profile, complete as per direction of Engineer-in-Charge and specifications. The item for execution shall include all operations making pavement for intended use but not limited to following:(i) Polyethylene sheet (White in color) of thickness 400 micron conforming to IS: 2508 with 6mm thick fine sand layer.(ii) Providing and laying in position for expansion joint, 25mm thick pre-cut Synthetic joint filler board of approved make conforming to IS:1838(part 3)-2011, 45 mm from top (to be removed at the time of filling of Polysulphide sealant).(iii) Mechanically cutting dummy joints 3mm wide x 1/3rd thickness of slab which is subsequently widened to 10mm for the top 25mm depth and construction joints 10mm wide x 25mm deep as per specification. | |||||
| 2.01 | (iv) Providing and laying in position Polysulphide sealant of approved make conforming to BS-5212-1990 or IS: 11433-1995 in expansion/ construction / dummy joints including rounding off edges, applying 2 coats of approved primer compatible with the brand of Polysulphide and preparing the surface and applying masking tape along the edge of joint to prevent accidental spillage of sealant on top surface and to give neat finish to the sealant and removing the masking tape after application of sealant etc. as per the details below:
(a) Expansion Joints of size 25 mm wide and 10 mm deep over 30mm dia expanded closed-cell Polyethylene foam back-up/backer rod of minimum density 22 Kg/Cum, as per manufacturer’s specifications.
(b) Construction Joints of size 10 mm wide and 10 mm deep over 12mm dia expanded closed-cell Polyethylene foam back-up/backer rod of minimum density 22 Kg/Cum, as per manufacturer’s specifications.
(c) Dummy Joints of size 10 mm wide and 10 mm deep over 12 mm dia expanded closed-cell Polyethylene foam back-up/backer rod of minimum density 22 Kg/Cum, as per manufacturer’s specifications.
(v) Making profile as per DGCA CAR, panel drawing showing dummy, construction, expansion joints location. | 25 | Cum | - | - |
| 3 | Raking out the existing sealing compound from the joints and cleaning the joints by removing dirt, debris, rubbish, etc., using suitable tools and machinery, in preparation for laying polysulphide sealant, complete as directed by the Engineer-in-Charge (EIC). | 22,923.75 | RM | - | - |
| 4 | Providing and laying in position polysulphide sealant of approved make conforming to BS-5212-1990 or IS 11433-1995, in expansion / Construction / dummy joints including rounding off edges, applying 2 coats of approved primer compatible with the brand of polysulphide and preparing the surface and applying masking tape along the edge of joints to prevent accidental spillage of sealant on top surface and to give neat finish to the sealant and removing the masking tape after application of sealant etc. complete as per direction of Engineer-in-Charge & particular specifications. [Note : for purpose of payment, quantity (Length X Width X Depth) of sealant in cucm only will be measured.] | 26,51,475 | CUM | - | - |
| 5 | Sure Bond Self Adhesive, Clold applied polymer modified high tack bituminous instant Runway/ Tarmac crack sealing Tape of 100mm width , 2KPa thick having quick release film on one side Runway/ Pavement/ Tarmac crack to form high strength water proof layer, Make Srijan System Pvt Ltd or equivalent approved brand. | 130 | RM | - | - |
| 6 | Supply of Run patch , self adhesive, cold applied made of polymer modified High Tak Bituminious spread sheet pf 1mx10m roll having bond strength of 0.4 Mpa, nominal thickness 3.5-4.0mm for sealing of potholes/cracks on Runway, Taxiway for both asphalt and concrete surfaces.
Note: Qty 1 number refers to 1 Roll of 1mx10m | 80 | RM | - | - |
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