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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.5 LAccepted-AOC 11 97 SADALATLIGUDA CHOWDARIGUDA HYDERABAD TELANGANA 500088 | MEDCHAL MALKAJGIRI | TELANGANA | 500088 | L1 | Accepted-AOC AOC | |
| 2 | L2₹28.7 L+₹2.2 L (8.14%)Rejected-Finance | L2 | Rejected-Finance Being not lowest | |
| 3 | L3₹29.8 L+₹3.2 L (12.0%)Rejected-Finance 1 SADHANA SOCIETY DEV BAUG DEVBAUG BHAVNAGAR GUJARAT 364001 | BHAVNAGAR | GUJARAT | 364001 | L3 | Rejected-Finance Being not lowest | |
| 4 | L4₹32.0 L+₹5.4 L (20.2%)Rejected-Finance 77 KAILASH PURI BIKANER RAJASTHAN PIN 334001 | BIKANER | BIKANER | RAJASTHAN | 334001 | L4 | Rejected-Finance Being not lowest | |
| 5 | L5₹34.0 L+₹7.5 L (28.0%)Rejected-Finance 77 KAILASH PURI BIKANER RAJ C 15 SWC JAIPUR | BIKANER | RAJASTHAN | 331801 | L5 | Rejected-Finance Being not lowest |
| Sl No | Description | Qty | Unit | SARJIT SINGH AND CO. L2 | KRISHNA CONSTRUCTION COMPANY L3 | Deccan Enterprises L1 | M/s Sati Jasnath Enterprises L7 | M/S SOLANKI GENERAL SUPPLIERS L5 | Beenu Co. Company L4 | MAHINDRA WORLD L8 | JANGID BUILDERS L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for cleaning and Racking out of old joints of any length, 10 to 12 mm wide and 26 to 31 mm deep of existing sealant compound and back up rod of the existing joints by special tools like chisel, hammer, L type hook, cutting blades/machines, widening of joints by using joint cutting blades of appropriate size straight and smooth edges. Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil vegetation and other debris Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant. Thereafter filled with closed cell, medium density, cross linked polyethylene foam backup rod of 10 to 15 mm dia fo complete length of the joint, over it to be filled with pitch free black polyurethane joint sealant meeting the requirements mentioned in BS-5212, BS 4254 and EN-1418752003 with minimum movement accommodation factor (MAF) of+/- 30% minimum depth of sealent above de bonding strip shall be 10-15mm and applying masking tap on edges of joint to prevent accidental spillage of sealent and removing the masking tape after sealent is applied complete all as specified and directed. | 1,000 | RM | 90 ₹90,000 Lowest | 110 ₹1,10,000 | 1,190 ₹11,90,000 | 160 ₹1,60,000 | 117 ₹1,17,000 | 140 ₹1,40,000 | 1,295 ₹12,95,000 | 100 ₹1,00,000 |
| 2.00 | Cleaning of silt or dirt or vegetation more than 50 mm thick layer manually from open drains accumulated through rain water and storm air and removing the mud/garbage/debris to a distance exceeding 3.0 Km but not exceeding 3.5 Km from out side the periphery of the area under clearance and depositing the same in low laying area and including removing of existing materials complete all as specified and directed. | 60 | Cum | 100 ₹6,000 Lowest | 250 ₹15,000 | 600 ₹36,000 | 800 ₹48,000 | 647 ₹38,820 | 250 ₹15,000 | 150 ₹9,000 | 175 ₹10,500 |
| 3.00 | Cleaning of silt or dirt or vegetation manually from covered drains accumulated through rain water and storm air and removing the mud/garbage/debris to a distance exceeding 3.0 Km but not exceeding 3.5 Km from out side the periphery of the area under clearance and depositing the same in low laying area and including removing of existing precast cement concrete cover slabs of drain (by manually/mechanically as per site requirement) and re-fixing of precast cover of drain at same location complete all as specified and directed. | 60 | Cum | 150 ₹9,000 Lowest | 350 ₹21,000 | 1,100 ₹66,000 | 800 ₹48,000 | 847 ₹50,820 | 180 ₹10,800 | 300 ₹18,000 | 240 ₹14,400 |
| 4.00 | Cleaning of silt or dirt or vegetation less than 50 mm thick layer manually from open drains accumulated through rain water and storm air and removing the mud/garbage/debris to a distance exceeding 3.0 Km but not exceeding 3.5 Km from out side the periphery of the area under clearance and depositing the same in low laying area and including removing of existing materials complete all as specified and directed. | 33,750 | Sqm | 18 ₹6,07,500 | 10 ₹3,37,500 | 12 ₹4,05,000 | 25 ₹8,43,750 | 7 ₹2,36,250 Lowest | 10 ₹3,37,500 | 10 ₹3,37,500 | 8 ₹2,70,000 |
| 5.00 | Cutting/cleaning grass near shoulders of Runway, taxitrack, ORA, Approch light ,DTGM, Signboards and other area with surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil and including cleaning away all grass and removing materials obtained from cutting/cleaning to a distance exceeding 3.0 Km but not exceeding 3.5 Km from out side the periphery of the area under clearance and depositing the same in low laying area, site clearance complete all as specified and directed.
Note :- (i) Grass cutting by bush cutter/manually as directed upto DTGM board from the edge of Runway, PTT, LTT and dispersals.
(ii) The height of grass after cutting shall not remains more than 3cm.
(iii) Site availability shall be as per User's /site requirement. | 2,34,000 | Sqm | 4 ₹9,36,000 | 6 ₹14,04,000 | 2 ₹4,68,000 Lowest | 3 ₹7,02,000 | 7.47 ₹17,47,980 | 5 ₹11,70,000 | 5.5 ₹12,87,000 | 4 ₹9,36,000 |
| 6.00 | Labour and T& P for cutting / cleaning of grass by mechanically operated slasher where ever required near shoulders of runway, taxitracks, ORA, approach light , DTGM and signboard and other areas and getting out in any type of soil and including cleaning away all grass and removing materials obtained from cutting / cleaning to a distance exceeding 3.0 km but not exceeding 3.5 km from out side of periphery of the area under clearance and depositing the same in low laying area , site clearance complete all as specified and directed.
Note :- (i) Contactor will arrange at his own mechanical slasher ( set of min two tractor & Jungle Jeem) with POL & MT driver. The mechanical slasher will be operation from 9:30 hrs to 17:30 hrs including lunch break of half hour at mid day, every day minimum output of one slasher will be 4000 Sqm (grass cut clear area) in a day if the contractor will not arrange huis own mechanical slasher ( set of min two tractor & Jungle jeem ) with POL & MT Driver then double the rate recovery will be levied on the unit quoted rate. .
(ii) The height of grass after cutting shall not remains more than 3cm.
(iii) Site availability shall be as per User's /site requirement. | 400 | Per Tractor Per Day | 2,900 ₹11,60,000 | 2,500 ₹10,00,000 | 950 ₹3,80,000 Lowest | 4,000 ₹16,00,000 | 2,747 ₹10,98,800 | 3,600 ₹14,40,000 | 3,500 ₹14,00,000 | 5,200 ₹20,80,000 |
| 7.00 | Demolition of cement concrete (unreinforced) in ground floor and paving n exc 15 cm thick (below or above ground level) of any description not other specifically provided for etc and removal of rocks/debris to a distance not exc 50 mts and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. | 3 | Cum | 200 ₹600 | 230 ₹690 | 1,500 ₹4,500 | 600 ₹1,800 | 617 ₹1,851 | 150 ₹450 Lowest | 150 ₹450 Lowest | 401 ₹1,203 |
| 8.00 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for (reinforcement cut as reqd to facilitate demolation) and removal all rubbish material to a distance exceeding 3.0 Km but not exceeding 3.5 Km from out side the periphery of the area under clearance and depositing the same in low laying area, site clearance complete all as specified and directed. | 2 | Cum | 300 ₹600 | 400 ₹800 | 1,750 ₹3,500 | 500 ₹1,000 | 517 ₹1,034 | 250 ₹500 | 150 ₹300 Lowest | 401 ₹802 |
| 9.00 | M & L for TMT bars 10 mm 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 0.9 mm dia or securing with clips, complete all as specified and directed. | 200 | Kg | 85 ₹17,000 | 100 ₹20,000 | 90 ₹18,000 | 80 ₹16,000 Lowest | 97 ₹19,400 | 105 ₹21,000 | 80 ₹16,000 Lowest | 85 ₹17,000 |
| 10.00 | M & L for precast RCC (1:2:4) type B-1 (using 20mm graded crushed stone aggregate) as in landing, cover slab for manholes, chullah hood, chajjas, water troughs, shelves cover to drains and similar articles with plain fair faces including chamferred, weatherings, throating etc and set in cement mortar (1:6) & including necessary form work complete all as specified and directed. | 2 | Cum | 3,500 ₹7,000 | 6,500 ₹13,000 | 2,500 ₹5,000 Lowest | 5,500 ₹11,000 | 6,747 ₹13,494 | 8,000 ₹16,000 | 7,500 ₹15,000 | 3,800 ₹7,600 |
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
9 Jun 2025, 6:00 pmClosed
CWE (AF) Jodhpur
HQ CWE AF JODHPUR Opp Mosam Vibhag Airforce Chauraha , Ratanada Jodhpur (Raj)-342011
REPAIR TO BITUMEN SURFACE OF CRACK/ JOINT REPAIR FROM KERF FILLING, DRAINS, GRASS CUTTINGS ON SHOULDERS OF RUNWAY AND PTT, LTT IN TECH AREA AT AFS PHALODI
2025_MES_707084_1
89057/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
GE (AF) Phalodi
as per NIT
8 documents required · 8 mandatory
₹500
GE (AF) Phalodi
₹80,000
Yes
22 Aug 2025
8 May 2025
11 Jun 2025
8 May 2025
9 Jun 2025
26 May 2025
Amount
M&L for cleaning and Racking out of old joints of any length, 10 to 12 mm wide and 26 to 31 mm deep of existing sealant compound and back up rod of the existing joints by special tools like chisel, hammer, L type hook, cutting blades/machines, widening of joints by using joint cutting blades of appropriate size straight and smooth edges. Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil vegetation and other debris Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant. Thereafter filled with closed cell, medium density, cross linked polyethylene foam backup rod of 10 to 15 mm dia fo complete length of the joint, over it to be filled with pitch free black polyurethane joint sealant meeting the requirements mentioned in BS-5212, BS 4254 and EN-1418752003 with minimum movement accommodation factor (MAF) of+/- 30% minimum depth of sealent above de bonding strip shall be 10-15mm and applying masking tap on edges of joint to prevent accidental spillage of sealent and removing the masking tape after sealent is applied complete all as specified and directed.
Cleaning of silt or dirt or vegetation more than 50 mm thick layer manually from open drains accumulated through rain water and storm air and removing the mud/garbage/debris to a distance exceeding 3.0 Km but not exceeding 3.5 Km from out side the periphery of the area under clearance and depositing the same in low laying area and including removing of existing materials complete all as specified and directed.
Cleaning of silt or dirt or vegetation manually from covered drains accumulated through rain water and storm air and removing the mud/garbage/debris to a distance exceeding 3.0 Km but not exceeding 3.5 Km from out side the periphery of the area under clearance and depositing the same in low laying area and including removing of existing precast cement concrete cover slabs of drain (by manually/mechanically as per site requirement) and re-fixing of precast cover of drain at same location complete all as specified and directed.
Cleaning of silt or dirt or vegetation less than 50 mm thick layer manually from open drains accumulated through rain water and storm air and removing the mud/garbage/debris to a distance exceeding 3.0 Km but not exceeding 3.5 Km from out side the periphery of the area under clearance and depositing the same in low laying area and including removing of existing materials complete all as specified and directed.
Cutting/cleaning grass near shoulders of Runway, taxitrack, ORA, Approch light ,DTGM, Signboards and other area with surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil and including cleaning away all grass and removing materials obtained from cutting/cleaning to a distance exceeding 3.0 Km but not exceeding 3.5 Km from out side the periphery of the area under clearance and depositing the same in low laying area, site clearance complete all as specified and directed. Note :- (i) Grass cutting by bush cutter/manually as directed upto DTGM board from the edge of Runway, PTT, LTT and dispersals. (ii) The height of grass after cutting shall not remains more than 3cm. (iii) Site availability shall be as per User's /site requirement.
Labour and T& P for cutting / cleaning of grass by mechanically operated slasher where ever required near shoulders of runway, taxitracks, ORA, approach light , DTGM and signboard and other areas and getting out in any type of soil and including cleaning away all grass and removing materials obtained from cutting / cleaning to a distance exceeding 3.0 km but not exceeding 3.5 km from out side of periphery of the area under clearance and depositing the same in low laying area , site clearance complete all as specified and directed. Note :- (i) Contactor will arrange at his own mechanical slasher ( set of min two tractor & Jungle Jeem) with POL & MT driver. The mechanical slasher will be operation from 9:30 hrs to 17:30 hrs including lunch break of half hour at mid day, every day minimum output of one slasher will be 4000 Sqm (grass cut clear area) in a day if the contractor will not arrange huis own mechanical slasher ( set of min two tractor & Jungle jeem ) with POL & MT Driver then double the rate recovery will be levied on the unit quoted rate. . (ii) The height of grass after cutting shall not remains more than 3cm. (iii) Site availability shall be as per User's /site requirement.
Demolition of cement concrete (unreinforced) in ground floor and paving n exc 15 cm thick (below or above ground level) of any description not other specifically provided for etc and removal of rocks/debris to a distance not exc 50 mts and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed.
Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for (reinforcement cut as reqd to facilitate demolation) and removal all rubbish material to a distance exceeding 3.0 Km but not exceeding 3.5 Km from out side the periphery of the area under clearance and depositing the same in low laying area, site clearance complete all as specified and directed.
M & L for TMT bars 10 mm 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 0.9 mm dia or securing with clips, complete all as specified and directed.
M & L for precast RCC (1:2:4) type B-1 (using 20mm graded crushed stone aggregate) as in landing, cover slab for manholes, chullah hood, chajjas, water troughs, shelves cover to drains and similar articles with plain fair faces including chamferred, weatherings, throating etc and set in cement mortar (1:6) & including necessary form work complete all as specified and directed.
Demolition of stone or precast concrete block walling built in cement mortar or cement lime mortar incl all quoins, arches, pillars etc complete all as specified and directed
M & L stone walling of random rubble , uncoursed, well bonded, bedded and solidly hearted built in cement mortar 1:6 complete all as specified and directed
Extra over stone walling for hammer dressing to face stones with maximum depression on face from straight edge held against the dressed surface n. exc 40mm for Sand stone and dressing of face beds and joints, as specified of random rubble walling uncoursed complete all as specified and directed
M & L for 10 mm thick rendering in CM 1:4 on other than fair faces of block / concrete/ stone surfaces including finishing plaster surface even and smooth without using extra cement all as specified and directed.
M&L cement concrete 1:2:4 type B2 using 40mm graded stone aggregate as in surface channels and drains and benching including finishing the top of benching even and smooth with using extra cement complete all as specified and directed.
M & L Extra for forming fair finished drain or channel 50 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped end etc complete all as specified and directed.
SARJIT SINGH AND CO. (BID ID -3306184)
KRISHNA CONSTRUCTION COMPANY (BID ID -3306834)
Beenu Co. Company (BID ID -3317798)
M/S SOLANKI GENERAL SUPPLIERS (BID ID -3310455)
JANGID BUILDERS (BID ID -3311570)
M/s Sati Jasnath Enterprises (BID ID -3310430)
MAHINDRA WORLD (BID ID -3310992)
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