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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.2 LAccepted-AOC HIMACHAL PRADESH HP | ₹26.2 L | L1 | Accepted-AOC ok |
| 2 | L2₹26.5 LRejected-Finance R O NAYA PANJOR P O HALLAN TEH SHILLAI DISTT SIRMOUR WARD NO 2 | SIRMAUR | HIMACHAL PRADESH | 171226 | ₹26.5 L | L2 | Rejected-Finance REJECT |
| 3 | L3₹29.5 LRejected-Finance | ₹29.5 L | L3 | Rejected-Finance REJECT |
Updated dates
Tender Value
₹31.2 L
EMD Value
₹62,350
Closing Date
11 May 2026, 12:00 pmClosed
EE HIMUDA DIVSION SHIMLA
HIMUDA DIVSION SHIMLA KASUMPTI
Execution of civil works for Development of Education Infrastructure in 2 Schools under Matiana Block which are damaged by the Disaster in the year 2023 SH C O Four No. class Rooms and Three No.Toilet at GPS Bhogra, Block Matiana, Distt. shimla H.P.
2026_HIMUD_134948_1
NO HIMUDA SD E TENDER 622-31 DATED 20.04.2026
Open Tender
Civil Works
120 days
GPS BHOGRA MATIANA
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,180
₹62,350
3 Jun 2026
22 Apr 2026
11 May 2026
22 Apr 2026
11 May 2026
22 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Cutting/Excavation in earth work by mechanical means (Hydraulic Excavator/manual means in all heights and depth in all kind of soil including saturated soil comprising of pick wok, jumper, Chiselling/wedging out of in soft and hard rock and their intermideate classification of soils including dewatering wherever required, setting out to required lines, levels as shown shown on the drawing as directed by the Engineer- in -charge at site, according to the HPPWD specification of 1990 vol-1 as sorting out usefull and unuseful material and stacking the same in all lead and lift and leveling of excavated earth on dumping sites (to be arranged by the contractor at his own risk and cost including payment of prescribed dumping charges of municipal committee/local body if any) through all modes of transportation including head load animal load and mechanical transportation to maximum possible extends in all leads means along with levelling fine dressing and all labour, machinery, materials, tools equipments and safty measure and incidentels necessary to complete the work by mechanized means and labour (if any required). All useful materials such as stone, shingles, aggregate and slates shall be sorted along road side and lift through all modes of transportation and used/removed as per direction of the Engineer-in-charge. Any loss to the private and public property during the course execution will be restored by the contractor whatsoever the nature of the same may be. The usable aggregate/ boulder /cutstone shall be taken in MAS Account anf further will be issued to the contractor as per issue rate mentioned under condition No. 46 of NIT Form 6. | ||||||
| 2Excavation in earth work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains in all depth, all kind of soil including saturated soil comprising of pick wok, jumper work, Chiseling/ Wedging out of soft and hard rock and their intermiate classification of soils including dewatering wherever required, setting out to required lines, levels as shown on the drawing as directed by the Engineer-in-charge at site, according to the HPPWD specification of 1990 vol-1 as sorting out use full and unuseful material and stacking the same in all lead and lift and leveling of excavated earth on dumping sites (to be arranged by the contractor at his own risk and cost including payment of prescribed dumping charges of municipal committee/local body if any) through all modes of transportation including head load animal load and mechanical transportation to maximum possible extends in all leads means along with levelling fine dressing and all labour, machinery, materials, tools equipments and safty measure and incidentels necessary to complete the work by mechanized means and labour (if any required). All useful materials such as stone, shingles, aggregate and slates shall be sorted along road side and lift through all modes of transportation and used/removed as direction of the Engineer- in- charge. Any loss to the private and public property during the course execution will be restored by the contractor whatsoever the nature of the same may be. The usable aggregate/ boulder /cutstone shall be taken in MAS Account anf further will be issued to the contractor as per issue rate mentioned under condition No. 46 of NIT form 6. | ||||||
| 3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) i/c carriage of material in all leads and lifts | ||||||
| 41:5:10 (1 Cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) i/c carriage of material in all leads and lifts | ||||||
| 5Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:1:3:6 (1 cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size) i/c carriage of material in all leads and lifts | ||||||
| 7Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns i/c carriage of material in all leads and lifts | ||||||
| 7.01 | Centering and shuttering including strutting, propping etc. and removal of form work for :Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc i/c carriage of material in all leads and lifts | - | Sqm | - | - | BI01010001010000000000000515BI0100001119 |
| 8Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | ||||||
| 9Centering and shuttering including strutting, propping etc. and removal of form for all heights. Suspended floors, roofs, landings, balconies and access platform i/c carriage of material in all leads and lifts | ||||||
| 9.01 | Lintels, beams, plinth beams, girders, bressumers and cantilevers i/c carriage of material in all leads and lifts | - | Sqm | - | - | BI01010001010000000000000515BI0100001122 |
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