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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.4 LAccepted-AOC GANGA NIWAS BELLOW UTTAN GAS AGENCY BCS NEW SHIMLA 171011 | SHIMLA | SHIMLA | HIMACHAL PRADESH | 171011 | L1 | Accepted-AOC L1 | |
| 2 | L2₹18.9 L+₹2.4 L (14.7%)Rejected-Finance HIMACHAL PRADESH HP | BILASPUR | HIMACHAL PRADESH | 174001 | L2 | Rejected-Finance L2 | |
| 3 | L3₹19.9 L+₹3.5 L (21.1%)Rejected-Finance HIMACHAL PRADESH HP | KINNAUR | HIMACHAL PRADESH | 172101 | L3 | Rejected-Finance L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical rejected due to non submission of physical copy |
Tender Value
₹14.3 L
EMD Value
₹28,600
Closing Date
3 Jul 2023, 10:00 amClosed
Executive Engineer(Maint.)
Executive Engineer(Maint.) HP University, Shimla-5
Re-metalling and Tarring of Road leading to Teacher colony by providing PCC Carpeting Interlocking paver blocks in parking areas PCC retainig wall and steel Retaing wall and steel railing etc. in HP University, Shimla-5
2023_HPU_71834_2
re-metalling and Tarring of Road leading to teache
Open Tender
Civil Works
Item Rate
60 days
Summer Hill
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
Executive Engineer(Maint.)
₹28,600
12 Sept 2023
16 Jun 2023
3 Jul 2023
16 Jun 2023
3 Jul 2023
16 Jun 2023
Amount
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification.
Excavation in foundation, trenches etc in all kinds of earth work including spade work, pick work, blasting work, jumper work and chiseling and doing work in saturated soil including storing, strutting and pumping or boiling on water (surface and sub- soil water) up to any depth wedging out of rock etc. up to all lead and lifts excluding stacking the excavated material clear from the edge of the excavation as per direction of Engineer-in-charge and then returning the stacked soil in 15 cm . layers When required into plinths and sides of fundactions etc. consolidating each depositing layer by ramming and watering and then disposing of all surplus excavated earth including stacking of serviceable materials within all lead and lifts as directed by the Engineer-in-charge.
Providing and laying cement concrete 1:4:8 (1 cement:4 sand 8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in: a) Foundation and plinth:
Providing and laying cement concrete 1:2:4 (1 cement : 2 Sand : 4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in: a) Foundation and Plinth
Providing form work with steel plates 3.15mm. thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the same for insitu-reinforced concrete & plain concrete work in: a) Foundation, footings basis of columns etc. and mass concrete.
Steel work welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of red lead paint: In gratings, framed guards, bars, ladders, railing, bracket and similar works
Providing and laying heavy duty precast cement concrete inter locking paver blocks vibro compacted upto M-50 grade i/c border or kurb block grey or coloured over sub-base of concrete with 25 mm thick average thickness of cement mortor 1:4 (1 cement :4 sand laid over and jointed with neat cement slurry mixed with pigment to much the shade of blocks i/c curing rubbing & polishing complete. Sub base concrete floor to be paid for Separately. a) 80 mm thick inter locking blocks.
Paitinng two coats ( excluding priming coat) on new steel and other metal surface under coat with ready mixed Paint brushing to give an even shade including cleaning the suface all dirt, dust other foregin matter. a) With ready mixed paint other than white.
Providing and laying cement concrete 1:4:8 with 15% plams and curing complete including the cost of formwork for plain/ reinforced concrete in rretaining walls, breast walls, the size of plum should be 150 to 300mm as per drawing and HPPWD technical specifications.
Providing weapholes in brick masonry/stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification.
Rajesh Sharma
VIJAY KUMAR SHARMA
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