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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-Finance | L1 | Accepted-Finance ok | |
| 2 | L2₹3.6 L+₹35,526 (11.1%)Accepted-Finance VILLAGE RASWALA P O DEOTHI TEHSIL DISTT SOLAN | SOLAN | SOLAN | HIMACHAL PRADESH | L2 | Accepted-Finance ok |
Tender Value
₹2.5 L
EMD Value
₹6,145
Closing Date
24 Aug 2024, 5:00 pmClosed
Commissioner
MC Solan
Construction of drain by providing and laying 200 mm dia PVC pipe from Raman Sharma House to Thakur Niwas up to railway Nallah at Vikas Mohalla ward no 1.
2024_UDDHP_91686_1
5700-02 dt. 06.08.2024
Open Tender
Civil Works
Item Rate
90 days
MC Solan
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
Commissioner
₹6,145
7 Dec 2024
12 Aug 2024
27 Aug 2024
12 Aug 2024
24 Aug 2024
12 Aug 2024
Amount
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size)
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.200 mm diameter
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size)
Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 Fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets . With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand)
Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) Medium shade pigment using 50% white cement 50% Grey cement
Virender Thakur
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